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PZ - Meridian IC Commercial TIS 10-23MERIDIAN IC COMMERCIAL TIS DATE:March 18, 2022 TO:Ethan Mansfield | Hawkins Companies FROM:Scott Mansur, PE, PTOE | DKS Associates Christian Thompson | DKS Associates Ilana Burstein | DKS Associates SUBJECT:Meridian IC Commercial TIS EXECUTIVE SUMMARY This transportation impact study identifies impacts of the proposed Meridian Interchange Commercial development located in the northwest quadrant of the Meridian Rd/I-84 interchange in Meridian, ID. The proposed development will consist of offices, retail, and restaurants and is expected to be complete in 2025. The analysis considers the intersections and roadway segments that could potentially be impacted by project traffic per recommendation from Ada County Highway District (ACHD) and Idaho Transportation Department (ITD). Study intersections include the following: 1. SW 5th/Franklin Road 2. Franklin Rd/Meridian Rd 3. Franklin Road/Main Street 4. Waltman Lane/Meridian Road/Main Street/Central Drive 5. Single Point Urban Interchange (SPUI) at Meridian Road/I-84 6. Overland Rd/Meridian Rd 7. SW 5th/Corporate Drive 8. Waltman Lane/Corporate Drive (future intersection) As well as the future site access points on Waltman Lane (future driveway intersections). Study roadway segments include the following: MERIDIAN IC COMMERCIAL TIS 2 1. Meridian Rd from Waltman Lane to I-84 2. Main St from Waltman to Franklin 3. SW 5th Ave from Corporate Drive to Franklin Road 4. Corporate Drive from SW 5th Ave to Waltman Lane (future segment) The proposed development is expected to generate 10,891 daily total trips, 740 AM peak hour trips (455 in, 285 out), and 950 PM peak hour trips (432 in, 518 out). Analysis shows that mitigation measures will be necessary, as the project impacts trigger v/c thresholds per ACHD General Requirement 7106.4.1. A summary of required improvements: At SW 5th Avenue & W Franklin Road: o Add striping to the northbound approach to delineate a left turn lane and a right turn lane. At Waltman Lane & Meridian Road/Main Street & Central Drive: o The Tanner Creek TIS identified issues but recommended leaving the intersection under failing operations. o A second northbound left turn lane should be added to the right of the existing northbound left turn lane. o The eastbound through lane should be re-striped to allow right turns. Additional off-site alternative mitigation: o In addition to the mitigations above, the project would construct Waltman Lane to its fully built cross section including a TWLTL to satisfy ACHD alternative mitigations. At the eastern driveway, two westbound through lanes and a short (150-foot) westbound left turn pocket are recommended for the scenario that allows full movement at the eastern driveway. At the middle driveway, two westbound through lanes are recommended. The TWLTL will provide westbound left-turn access into the project site. At the western driveway, one westbound through lane is recommended. The second westbound lane from the middle driveway should drop into a westbound left turn lane. This provides approximately 1,200 feet between the dual northbound left from Meridian Road and the merge point for westbound through traffic. This frontage configuration is recommended based on best safety practices and allows for unfamiliar drivers to safely navigate Waltman Lane to either the project site or a destination further west and provides the necessary left turn storage for left turn vehicles entering the development. MERIDIAN IC COMMERCIAL TIS 3 o The project may also extend Corporate Drive from 5th Avenue to Waltman Lane unless the Tanner Creek project constructs it first. o Finally, the project may enter a Developer Agreement to pay into the Priority Corridor Fund to satisfy ACHD alternative mitigation requirements. PROPOSED DEVELOPMENT (SITE AND NEARBY) The site is located northwest of the interchange at Meridian Rd & I-84, south of Waltman Lane and west of Meridian Road. The site is situated entirely within Meridian, ID. The site location is shown in Figure 1 below along with the nearby vicinity and study area. The project site boundary is approximate and may not reflect the true property shape or property line locations. Study intersections (including project site driveways) and segments (including one future segment) are labelled. MERIDIAN IC COMMERCIAL TIS 4 FIGURE 1: SITE LOCATION MERIDIAN IC COMMERCIAL TIS 5 The project includes approximately 266,280 square feet of retail space, 27,260 square feet of shopping space, 7,500 square feet of fast-food restaurant space, and 80,000 square feet of office. Other site plan options exist, but this configuration of land uses generates the highest number of PM peak hour trips and so was chosen for the analysis as a worst-case scenario. The retail space will be divided into two building footprints on the western half of the site and the larger building will serve as the anchor for the mixed-use project. The office space will be consolidated into one area in the southeastern area of the site nearest the interchange. The remaining shopping and restaurant land uses will be split into five buildings, with all buildings generally situated in the northeastern area of the site. A conceptual site plan is shown below in Figure 2 (with proposed driveway spacing labelled in blue) and a full-size plan is available in the appendix. MERIDIAN IC COMMERCIAL TIS 6 FIGURE 2: CONCEPTUAL SITE PLAN There will be three driveways to access the project site. All driveways will have full-access (no movement restrictions), but the eastern driveway will also be evaluated as a right-in right-out only (RIRO). The western driveway provides a direct path to the office parking area and to the smaller retail building, bypassing the fast-food and main retail parking areas. The western access point may also be utilized by retail deliveries and sanitary services. The eastern access point coincides with an existing curb cut along Waltman Ln, but no pavement currently exists beyond the existing apron/crosswalk. According to the ACHD Master Street Map, Waltman Ln is a proposed collector. Access spacing along Waltman Ln is therefore subject to Ada County Technical Requirements 7206.4 Collector Streets Access Considerations and Requirements. 440 feet between full-movement driveways and intersections is required (or outside the area of influence, whichever is greater), and minimum spacing between successive driveways is 245 feet, based on the 25-mph posted speed limit and MERIDIAN IC COMMERCIAL TIS 7 the anticipated daily driveway volumes. The conceptual site plan shows approximately 400 feet between the eastern driveway and the nearest intersection (Waltman Ln & Meridian Rd), 450 feet between the middle and eastern driveways, and 430 feet between the western and middle driveways. As the eastern driveway does not meet spacing standards for full access, it is also analyzed as a right-in right-out. Additionally, the left-in queuing for the full access is shown in a later section. The entire project is anticipated to be completed by 2025. Before completion, a nearby residential development, Tanner Creek, may be fully built out and operational (pending approval) west of the project site. The analysis will consider future conditions both with and without the Tanner Creek project. EXISTING CONDITIONS STUDY AREA ROADWAY NETWORK This section documents existing study area conditions at the study intersections and the roadway segments, pedestrian and bicycle facilities, transit network, and existing traffic volumes and operations. Table 1 below identifies the characteristics of the surrounding transportation network. TABLE 1: EXISTING TRANSPORTATION NETWORK ROADWAY CLASSIFICATION a NO. OF LANES POSTED SPEED SIDEWALKS BIKE LANES ON-STREET PARKING MERIDIAN RD FROM WALTMAN LANE TO 1-84 Principal Arterial 6 or 8 35 Yes Yes No MAIN ST FROM WALTMAN TO FRANKLIN Principal Arterial 3 or 4 35 Yes b Yes No SW 5TH AVE FROM CORPORATE DRIVE TO FRANKLIN ROAD Collector 2 25 Yes No Yes CORPORATE DRIVE FROM SW 5TH AVE TO WALTMAN LANE C Proposed Collector 2 25 Yes No No a Ada County Functional Street Classification System: https://www.achdidaho.org/Documents/Engineering/Etrakit/FunctionalClassMap2040.pdf b Sidewalk exists on the west side of S Main St and a trail runs along the east side. c Roadway characteristics are assumed for this future roadway based on nearby roads and system context BIKE AND PEDESTRIAN FACILITIES Existing sidewalks on the east and west sides of Meridian road from Waltman Lane to I-84. Existing sidewalks are on the east side of the road of Main St from Waltman Lane to Franklin Road. Also, this section of Main Street also has an existing trail along the west side. Existing sidewalks on both sides of the street SW 5th Ave from Corporate Drive to Franklin Road. Corporate Drive currently doesn’t connect between SE 5th Ave and Waltman Lane, but it is anticipated to be a 2-lane roadway with 25 mph speed limits by 2025. MERIDIAN IC COMMERCIAL TIS 8 There are existing bike lanes in both directions along Meridian Road from Waltman Lane to I-84. There is an existing bike lane and a trail on the east side of Main street from Waltman Lane to Franklin Road. No existing bike lanes along SW 5th Ave from Corporate Drive to Franklin Road. When Corporate Drive is constructed between SW 5th Ave and Waltman Lane, it is anticipated to have sidewalks and no bike lanes. TRANSIT SERVICE Valley Regional Transit operates multiple routes in Boise and the surrounding area but does not serve routes near the study area. TRAFFIC CONTROL DEVICES SW 5TH/FRANKLIN ROAD This is a three-legged side-street stop-controlled intersection with control along SW 5th Ave and free operations along Franklin Rd. There is no southbound approach. The northbound approach has one shared left-through-right lane. The eastbound approach has one left turn pocket from the two- way left turn lane (TWLTL) and two through lanes. The westbound approach has two through lanes, where a right turn can be made from the right most lane. FRANKLIN RD/MERIDIAN RD This is a signalized intersection with a one-way street running north to south along Meridian Rd. The southbound approach has one left turn pocket, three through lanes, and one right turn pocket. The eastbound approach has two through lanes, where a right turn can be made from the right most lane. The westbound approach has two left turn pockets and two through lanes. FRANKLIN ROAD/MAIN STREET This is a signalized intersection with a one-way street running south to north along Main St. The northbound approach has one left turn pocket, three through lanes, and one right turn pocket. The westbound approach has three through lanes, where a right turn can be made from the right most lane. The eastbound approach has one left turn pocket and two through lanes. WALTMAN LANE/MERIDIAN ROAD/MAIN STREET/CENTRAL DRIVE This is a signalized intersection with two one-way streets, Main St runs north to south and Meridian Rd runs south to north. The northbound approach has three through lanes, and one right turn pocket. The southbound approach has one left turn pocket, three through lanes, and one right turn pocket. The eastbound and westbound approaches each have two left turn pockets, one through lane, and one right turn pocket. MERIDIAN IC COMMERCIAL TIS 9 SINGLE POINT URBAN INTERCHANGE AT MERIDIAN ROAD/I-84 (SPUI) This is a signalized intersection. The northbound and southbound approaches each have two left turn lanes, three through lanes, and one right turn lane. The eastbound and westbound approaches have two left turn lanes and two right turn lanes. OVERLAND RD/MERIDIAN RD This is a signalized. The northbound approach has one left turn pocket, three through lanes, and one right turn pocket. The southbound approach has two left turn pockets, three through lanes, and one right turn pocket. The eastbound and westbound approaches each have two left turn pockets, two through lanes, and one right turn pocket. SW 5TH/CORPORATE DRIVE This is a three-legged side-street stop-controlled intersection with control along SW 5th Ave and free operations along W Corporate Dr. There is no northbound approach. The southbound approach has one shared left-through-right lane. The westbound approach has one lane to turn right or continue through. The eastbound approach has one lane to continue through or yield to eastbound traffic to turn left. WALTMAN LANE/CORPORATE DRIVE This is a three-legged side-street stop-controlled intersection with control along Corporate Dr. and free operations along Waltman Ln. There is no northbound approach. The southbound approach has one shared left-through-right lane. The westbound approach has one lane to turn right or continue through. The eastbound approach has one lane to continue through or yield to eastbound traffic to turn left. EXISTING (2021) TRAFFIC VOLUMES Traffic counts were collected at five intersections during the AM and PM peak periods and on each roadway segment for both direction for a 24-hour period on Tuesday, March 30, 2021. The remaining three intersections utilized data supplied by ACHD from within the past 12 months. These counts represent the existing (2021) conditions. The existing AM and PM peak hour counts are shown in Figure 3 and Figure 4 below and are included in the appendix. MERIDIAN IC COMMERCIAL TIS 10 FIGURE 3: EXISTING (2021) AM VOLUMES MERIDIAN IC COMMERCIAL TIS 11 FIGURE 4: EXISTING (2021) PM VOLUMES MERIDIAN IC COMMERCIAL TIS 12 ANALYSIS METHODOLOGY The traffic modeling program Synchro 10 was used to determine the intersection’s operations for the existing conditions, future conditions without the project, and future conditions with the project. Results were reported based on HCM 6 methodologies for both unsignalized and signalized intersections (when HCM 6 cannot provide results, HCM 2000 results are shown). V/c and LOS are shown for each lane group. Full results can be found in the appendix. LEVEL OF SERVICE The level of service (LOS) is an intersection performance measure commonly used to provide an overview of how each movement and the overall intersection is operating. The LOS provides a “report card” rating of letters A through F based on average vehicle delay through the intersection. LOS A indicates free flow conditions with minimal delay traveling through an intersection while LOS F indicates excessive vehicle delay and demand is greater than capacity. Overall intersection LOS may differ from individual movements due to the concentration of vehicle movements on a few movements (such as mainline through movements) that more heavily impact overall operation metrics. The Highway Capacity Manual has LOS criteria for unsignalized and signalized intersections and can be found below in Table 2 and Table 3. TABLE 2: LEVEL OF SERVICE CRITERIA FOR UNSIGNALIZED INTERSECTIONS LEVEL OF SERVICE AVERAGE CONTROL DELAY (SECONDS/VEHICLE) A 0-10 B 10-15 C 15-25 D 25-35 E 35-50 F >50 TABLE 3: LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS LEVEL OF SERVICE AVERAGE CONTROL DELAY (SECONDS/VEHICLE) A 0-10 B 10-20 C 20-35 D 35-55 E 55-80 F >80 REQUIRED OPERATING STANDARDS Ada County requires all roadway segments to meet its minimum level of service requirements of a LOS E for principal and minor arterials and LOS D for collectors (based on volume). It requires all MERIDIAN IC COMMERCIAL TIS 13 study intersections to meet its minimum 0.90 overall volume to capacity ratio and it requires all lane groups to meet a 1.0 v/c. EXISTING CONDITIONS OPERATIONS Existing conditions AM and PM peak hour intersection and roadway operations are shown below in Table 4 and Table 5. Intersection operations with v/c greater than 0.90 or lane groups greater than 1.0 are shown in bold. TABLE 4: EXISTING (2021) INTERSECTION OPERATIONS EXISTING AM PEAK EXISTING PM PEAKLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C SW 5th & Franklin Road 0.90 A -A - NBL/R 1.00 C 0.32 D 0.57 EBT/R 1.00 ---- WBL 1.00 B 0.09 B 0.04 WBT 1.00 ---- Franklin Rd/Meridian Rd 0.90 D 0.75 D 0.82 EBT 1.00 C 0.71 D 0.81 EBR 1.00 C 0.71 D 0.81 WBL 1.00 E 0.79 E 0.86 WBT 1.00 B 0.29 C 0.62 SBL 1.00 D 0.52 D 0.28 SBT 1.00 D 0.76 D 0.77 SBR 1.00 D 0.17 D 0.32 Franklin Road & Main Street*0.90 C 0.65 D 0.77 EBL 1.00 C 0.33 D 0.75 EBT 1.00 D 0.79 C 0.54 WBT/R 1.00 D 0.55 E 0.91 NBL 1.00 B 0.32 C 0.66 NBL/T 1.00 B 0.32 C 0.69 NBR 1.00 B 0.50 C 0.29 Waltman Lane & Meridian Road/Main Street & Central Drive*0.90 C 0.65 D 0.91 EBL 1.00 E 0.08 E 0.10 EBT 1.00 --E 0.04 EBR 1.00 E 0.00 E 0.01 WBL 1.00 E 0.64 E 0.88 WBT 1.00 --D 0.01 WBR 1.00 E 0.06 D 0.13 NBL 1.00 --F 0.53 NBT 1.00 C 0.64 D 0.96 NBR 1.00 C 0.18 C 0.23 SBL 1.00 D 0.57 F 0.85 SBT 1.00 C 0.52 B 0.75 SBR 1.00 A 0.00 B 0.00 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)*0.90 D 0.87 D 0.94 NBL 1.00 E 0.76 E 0.76 NBT 1.00 E 0.58 D 0.58 NBR 1.00 A 0.64 A 0.43 SBL 1.00 D 0.92 F 1.11 MERIDIAN IC COMMERCIAL TIS 14 EXISTING AM PEAK EXISTING PM PEAKLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C SBT 1.00 C 0.27 D 0.78 SBR 1.00 A 0.25 A 0.48 EBL 1.00 E 0.92 D 0.46 EBR 1.00 C 0.34 C 0.39 WBL 1.00 E 0.73 F 1.10 WBR 1.00 D 0.55 C 0.63 Overland Rd & Meridian Rd 0.90 D 0.95 E 1.04 EBL 1.00 F 1.09 F 1.01 EBT 1.00 D 0.78 D 0.56 EBR 1.00 D 0.18 E 0.75 WBL 1.00 E 0.70 F 1.05 WBT 1.00 D 0.28 F 1.01 WBR 1.00 D 0.58 F 0.98 NBL 1.00 B 0.19 D 0.86 NBT 1.00 D 0.83 D 0.55 NBR 1.00 D 0.70 C 0.31 SBL 1.00 F 1.03 E 0.86 SBT 1.00 A 0.52 E 0.96 SBR 1.00 A 0.38 E 0.76 SW 5th & Corporate Drive 0.90 A -A - EBL 1.00 A 0.01 A - EBT 1.00 A --- WBT 1.00 ---- WBR 1.00 ---- SBL/R 1.00 A 0.03 A 0.06 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 5: EXISTING (2021) ROADWAY SEGMENT OPERATIONS EXISTING AM PEAK EXISTING PM PEAK LOCATION OPERATING STANDARD NORTHBOUND LOS SOUTHBOUND LOS NORTHBOUND LOS/PM VOL/AADT SOUTHBOUND LOS/PM VOL/AADT Meridian Rd from Waltman Lane to 1-84 LOS E Better than D Better than D Better than D/2113/15843 Better than D/2190/16365 Main St from Waltman to Franklin LOS E Better than D -Better than D/2218/15652 - SW 5th Ave from Corporate Drive to Franklin Road LOS D Better than D Better than D Better than D/115/571 Better than D/68/411 Corporate Drive from SW 5th Ave to Waltman Lane LOS D (future roadway) Analysis shows that three intersections are currently failing in the existing conditions, including the following: Waltman Lane & Meridian Road/Main Street & Central Drive in the PM peak hour Meridian Road & I-84 (SPUI) in the PM peak hour Overland Road & Meridian Road in both the AM and PM peak hours MERIDIAN IC COMMERCIAL TIS 15 All roadway segments currently meet the operating standards in the AM and PM peak hours. MITIGATION The three intersections listed in the previous section were considered for potential mitigation measures to bring the v/c ratios within ACHD standards: Waltman Lane & Meridian Road/Main Street & Central Drive o This intersection exceeds v/c due to the high northbound through traffic. Since there are 3 northbound through lanes already and the adjacent land has already been developed, it is not feasible to further widen the northbound approach. An analysis of shoulder hour conditions is presented later in this report. Meridian Road & I-84 (SPUI) o The southbound left and westbound left movements exceed v/c standard at this intersection. This intersection sits on a raised deck above I-84 and the footprint is therefore constrained. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. Overland Road & Meridian Road o The eastbound left, westbound left, westbound through, and southbound left movements all exceed ACHD v/c thresholds. The northbound, southbound, and eastbound approaches are constrained by developed parcels on all sides, and the westbound approach is constrained by a bridge over Ten Mile Creek. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. BACKGROUND TRAFFIC The project is anticipated to be built out by 2025. Using the COMPASS model, a compounding growth rate per year per approach was applied for background traffic growth. The COMPASS annual compounding growth rates are shown in Table 6 below. The COMPASS report for this project is shown in the appendix. TABLE 6: GROWTH RATES PER YEAR INTERSECTION APPROACH GROWTH RATE Eastbound 1.8% Westbound 1.4%SW 5TH & FRANKLIN ROAD Northbound 6.9% Eastbound 1.4% Westbound 0.8%FRANKLIN RD & MERIDIAN RD Southbound 1.4% Eastbound 0.8% Westbound 0.5%FRANKLIN ROAD & MAIN STREET Northbound 1.3% WALTMAN LANE & MERIDIAN ROAD/MAIN STREET & CENTRAL DRIVE Eastbound 4.9% MERIDIAN IC COMMERCIAL TIS 16 INTERSECTION APPROACH GROWTH RATE Westbound 0.6% Northbound 2.3% Southbound 2.7% Northeastbound 2.0% Southwestbound 0.4% Northbound 3.6% SINGLE POINT URBAN INTERCHANGE INTERSECTIONS AT MERIDIAN ROAD & I-84 (SPUI) Southbound 2.3% Eastbound 2.0% Westbound 2.0% Northbound 3.6%OVERLAND RD & MERIDIAN RD Southbound 3.6% Eastbound 0.0% Westbound 8.5%SW 5TH & CORPORATE DRIVE Southbound 8.5% Eastbound WestboundWALTMAN LANE & CORPORATE DRIVE Southbound - FUTURE NO BUILD WITHOUT TANNER CREEK OPERATIONS As discussed in the next section, the Tanner Creek project will be considered as a possible pipeline project. Tanner Creek is not an approved project, so per ACHD request this TIS shows results both with and without the pipeline project. Figure 5 and Figure 6 below show the 2025 volumes at each study intersection and each roadway segment without the proposed development and without Tanner Creek. MERIDIAN IC COMMERCIAL TIS 17 FIGURE 5: FUTURE (2025) NO BUILD WITHOUT TANNER CREEK AM VOLUMES MERIDIAN IC COMMERCIAL TIS 18 FIGURE 6: FUTURE (2025) NO BUILD WITHOUT TANNER CREEK PM VOLUMES MERIDIAN IC COMMERCIAL TIS 19 These volumes were used to analyze future (2025) no build without Tanner Creek conditions, which are shown for intersections and roadway segments below in Table 7 and Table 8. TABLE 7: FUTURE NO BUILD (2025) WITHOUT TANNER CREEK INTERSECTION OPERATIONS FUTURE NO BUILD W/O TANNER CREEK AM PEAK FUTURE NO BUILD W/O TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C SW 5th & Franklin Road 0.90 A -A - NBL/R 1.00 C 0.29 E 0.71 EBT/R 1.00 ---- WBL 1.00 B 0.08 B 0.04 WBT 1.00 ---- Franklin Rd/Meridian Rd 0.90 D 0.79 D 0.87 EBT 1.00 C 0.77 E 0.89 EBR 1.00 C 0.77 E 0.89 WBL 1.00 E 0.80 E 0.86 WBT 1.00 B 0.30 C 0.65 SBL 1.00 D 0.53 D 0.29 SBT 1.00 D 0.78 D 0.79 SBR 1.00 D 0.18 D 0.32 Franklin Road & Main Street*0.90 C 0.68 D 0.79 EBL 1.00 C 0.36 D 0.74 EBT 1.00 D 0.83 C 0.52 WBT/R 1.00 D 0.55 E 0.93 NBL 1.00 B 0.33 C 0.69 NBL/T 1.00 B 0.33 C 0.72 NBR 1.00 B 0.53 C 0.30 Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 C 0.69 D 0.99 EBL 1.00 E 0.06 E 0.12 EBT 1.00 --E 0.03 EBR 1.00 E 0.00 E 0.00 WBL 1.00 E 0.62 E 0.86 WBT 1.00 --D 0.01 WBR 1.00 E 0.06 D 0.13 NBL 1.00 --F 0.60 NBT 1.00 B 0.68 E 1.08 NBR 1.00 C 0.19 C 0.28 SBL 1.00 D 0.59 F 0.86 SBT 1.00 C 0.54 C 0.83 SBR 1.00 A 0.00 B 0.00 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)* 0.90 D 0.95 D 1.00 NBL 1.00 E 0.84 E 0.88 NBT 1.00 E 0.70 D 0.67 NBR 1.00 A 0.71 A 0.50 SBL 1.00 E 0.95 F 1.16 SBT 1.00 C 0.30 D 0.82 SBR 1.00 A 0.27 A 0.50 EBL 1.00 E 0.95 D 0.49 EBR 1.00 C 0.36 C 0.42 WBL 1.00 D 0.60 F 1.11 WBR 1.00 C 0.35 C 0.64 MERIDIAN IC COMMERCIAL TIS 20 FUTURE NO BUILD W/O TANNER CREEK AM PEAK FUTURE NO BUILD W/O TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C Overland Rd & Meridian Rd 0.90 E 1.04 F 1.17 EBL 1.00 F 1.18 F 1.01 EBT 1.00 D 0.82 D 0.56 EBR 1.00 D 0.20 E 0.75 WBL 1.00 E 0.70 F 1.14 WBT 1.00 D 0.28 F 1.10 WBR 1.00 D 0.60 F 1.01 NBL 1.00 B 0.22 E 0.87 NBT 1.00 E 0.98 D 0.66 NBR 1.00 D 0.83 D 0.38 SBL 1.00 F 1.04 E 0.88 SBT 1.00 A 0.54 F 1.15 SBR 1.00 A 0.39 E 0.91 SW 5th & Corporate Drive 0.90 A -A - EBL 1.00 A 0.00 A - EBT 1.00 A --- WBT 1.00 ---- WBR 1.00 ---- SBL/R 1.00 A 0.02 A 0.08 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 8: FUTURE NO BUILD (2025) WITHOUT TANNER CREEK ROADWAY SEGMENT OPERATIONS FUTURE NO BUILD W/O TANNER CREEK AM PEAK FUTURE NO BUILD W/O TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD NORTHBOUND LOS SOUTHBOUND LOS NORTHBOUND LOS/PM VOL/AADT SOUTHBOUND LOS/PM VOL/AADT Meridian Rd from Waltman Lane to 1- 84 LOS E Better than D Better than D Better than D/2387/17897 Better than D/2507/18733 Main St from Waltman to Franklin LOS E Better than D -Better than D/2415/17042 - SW 5th Ave from Corporate Drive to Franklin Road LOS D Better than D Better than D Better than D/169/839 Better than D/100/604 Corporate Drive from SW 5th Ave to Waltman Lane LOS D Better than D Better than D Better than D/0/0 Better than D/0/0 Analysis shows that the same three intersections continue to fail the operational standard in the future no build without Tanner Creek conditions, including the following: Waltman Lane & Meridian Road/Main Street & Central Drive in the PM peak hour Meridian Road & I-84 (SPUI) in both AM and PM peak hours Overland Road & Meridian Road in both the AM and PM peak hours All roadway segments meet the operating standards in the AM and PM peak hours. MERIDIAN IC COMMERCIAL TIS 21 MITIGATION The three intersections listed in the previous section were considered for potential mitigation measures to bring the v/c ratios within ACHD standards: Waltman Lane & Meridian Road/Main Street & Central Drive o This intersection exceeds v/c due to the high northbound through traffic. Since there are 3 northbound through lanes already and the adjacent land has already been developed, it is not feasible to further widen the northbound approach. An analysis of shoulder hour conditions is presented later in this report. o The northbound through movement did not fail under existing conditions but fails after adding 68 PM trips to this movement. The project would not add any site traffic to this movement. Meridian Road & I-84 (SPUI) o The southbound left, eastbound left, and westbound left movements exceed v/c standard at this intersection. This intersection sits on a raised deck above I-84 and the footprint is therefore constrained. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. o The overall intersection did not exceed the v/c threshold in the AM under existing conditions but begins to fail after adding 243 AM trips throughout the intersection. Overland Road & Meridian Road o The eastbound left, westbound left, westbound through, westbound right, southbound left, and southbound through movements all exceed ACHD v/c thresholds in at least one peak hour. o The eastbound left movement exceeds ACHD v/c thresholds in both the AM and PM peak hours. The percentage of site traffic on this movement is 4.4% for the AM peak hour and 6.1% in the PM peak hour. o The westbound left and westbound through movements exceeds v/c thresholds in the PM peak hour, but the project will not add any traffic to these movements. o The westbound right did not fail under existing conditions in the PM peak hour. The westbound right begins to fail after 6 trips are added and the percentage of site traffic in the PM is 7.6%. o The southbound left movement exceeds ACHD v/c thresholds in the AM peak hour. The percentage of site traffic on this movement is 6.8% for the AM peak hour. The southbound through movement did not fail under existing conditions in the PM peak hour. The southbound through fails after 42 trips are added, and the percentage of site traffic in the PM 4.4%. o The northbound, southbound, and eastbound approaches are constrained by developed parcels on all sides, and the westbound approach is constrained by a bridge over Ten Mile Creek. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. MERIDIAN IC COMMERCIAL TIS 22 TANNER CREEK SUBDIVISION The nearby development of Tanner Creek is proposed to include 85 single-family detached homes, 44 townhomes, and 280 apartments which will be fully built-out in 2022. The site is also located south of Waltman Ln but is situated further west beyond the creek. The Tanner Creek project will not share access with the Meridian IC project. A copy of selected pages from the Tanner Creek TIS can be found in the appendix. FUTURE NO BUILD WITH TANNER CREEK OPERATIONS The volumes from Tanner Creek were added to the network in the future no build (2025) scenario and the resulting volumes are shown below in Figure 7 and Figure 8. The Tanner Creek TIS identified the operation issues at the intersection of Waltman Lane/Meridian Road/Main Street/Central Drive but recommended leaving the intersection under failing operations due to limited mitigation options and a fully built-out roadway cross section. MERIDIAN IC COMMERCIAL TIS 23 FIGURE 7: FUTURE (2025) NO BUILD WITH TANNER CREEK AM VOLUMES MERIDIAN IC COMMERCIAL TIS 24 FIGURE 8: FUTURE (2025) NO BUILD WITH TANNER CREEK PM VOLUMES MERIDIAN IC COMMERCIAL TIS 25 These volumes were used to analyze future (2025) no build with Tanner Creek conditions, which are shown for intersections and roadway segments below in Table 9 and Table 10. TABLE 9: FUTURE NO BUILD (2025) WITH TANNER CREEK INTERSECTION OPERATIONS FUTURE NO BUILD W/TANNER CREEK AM PEAK FUTURE NO BUILD W/TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C SW 5th & Franklin Road 0.90 A -A - NBL/R 1.00 C 0.29 E 0.71 EBT/R 1.00 ---- WBL 1.00 B 0.08 B 0.04 WBT 1.00 ---- Franklin Rd/Meridian Rd 0.90 D 0.80 D 0.89 EBT 1.00 C 0.77 E 0.90 EBR 1.00 C 0.78 E 0.91 WBL 1.00 E 0.80 E 0.86 WBT 1.00 B 0.30 C 0.66 SBL 1.00 D 0.52 C 0.28 SBT 1.00 D 0.78 D 0.80 SBR 1.00 D 0.17 C 0.32 Franklin Road & Main Street*0.90 C 0.68 D 0.81 EBL 1.00 C 0.36 D 0.74 EBT 1.00 D 0.83 C 0.52 WBT/R 1.00 D 0.55 E 0.93 NBL 1.00 B 0.33 C 0.69 NBL/T 1.00 B 0.35 C 0.75 NBR 1.00 B 0.53 C 0.30 Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 D 0.71 E 1.03 EBL 1.00 E 0.34 E 0.39 EBT 1.00 --E 0.01 EBR 1.00 E 0.07 E 0.07 WBL 1.00 E 0.62 E 0.91 WBT 1.00 --D 0.01 WBR 1.00 E 0.06 D 0.17 NBL 1.00 E 0.53 F 0.96 NBT 1.00 C 0.74 F 1.13 NBR 1.00 D 0.19 C 0.29 SBL 1.00 D 0.59 F 0.90 SBT 1.00 D 0.67 E 1.01 SBR 1.00 B 0.01 C 0.05 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)*0.90 D 0.96 D 1.02 NBL 1.00 E 0.84 E 0.88 NBT 1.00 E 0.73 D 0.68 NBR 1.00 A 0.71 A 0.50 SBL 1.00 D 0.98 F 1.24 SBT 1.00 B 0.31 C 0.83 SBR 1.00 A 0.30 A 0.53 EBL 1.00 E 0.96 D 0.55 MERIDIAN IC COMMERCIAL TIS 26 FUTURE NO BUILD W/TANNER CREEK AM PEAK FUTURE NO BUILD W/TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C EBR 1.00 C 0.36 C 0.42 WBL 1.00 D 0.60 F 1.11 WBR 1.00 C 0.36 C 0.68 Overland Rd & Meridian Rd 0.90 E 1.05 F 1.18 EBL 1.00 F 1.18 F 1.01 EBT 1.00 D 0.82 D 0.56 EBR 1.00 D 0.20 E 0.75 WBL 1.00 E 0.70 F 1.14 WBT 1.00 D 0.28 F 1.10 WBR 1.00 D 0.60 F 1.01 NBL 1.00 B 0.22 E 0.87 NBT 1.00 E 0.98 D 0.68 NBR 1.00 D 0.83 D 0.38 SBL 1.00 F 1.04 E 0.88 SBT 1.00 A 0.55 F 1.16 SBR 1.00 A 0.39 E 0.91 SW 5th & Corporate Drive 0.90 A -A - EBL 1.00 A 0.00 A - EBT 1.00 A --- WBT 1.00 ---- WBR 1.00 ---- SBL/R 1.00 A 0.02 A 0.08 Waltman Lane & Corporate Drive 0.90 ---- EBL 1.00 A A EBT 1.00 WBT 1.00 WBR 1.00 SBL/R 1.00 A A * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 10: FUTURE NO BUILD (2025) WITH TANNER CREEK ROADWAY SEGMENT OPERATIONS FUTURE NO BUILD W/ TANNER CREEK AM PEAK FUTURE NO BUILD W/ TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD NORTHBOUND LOS SOUTHBOUND LOS NORTHBOUND LOS/PM VOL/AADT SOUTHBOUND LOS/PM VOL/AADT Meridian Rd from Waltman Lane to 1- 84 LOS E Better than D Better than D Better than D/2485/18632 Better than D/2561/19137 Main St from Waltman to Franklin LOS E Better than D -Better than D/2442/17233 - SW 5th Ave from Corporate Drive to Franklin Road LOS D Better than D Better than D Better than D/169/839 Better than D/100/604 Corporate Drive from SW 5th Ave to Waltman Lane LOS D Better than D Better than D Better than D/0/0 Better than D/0/0 Analysis shows that the same three intersections continue to fail the operational standard in the future no build with Tanner Creek conditions, including the following: MERIDIAN IC COMMERCIAL TIS 27 Waltman Lane & Meridian Road/Main Street & Central Drive in the PM peak hour Meridian Road & I-84 (SPUI) in both AM and PM peak hours Overland Road & Meridian Road in both the AM and PM peak hours All roadway segments meet the operating standards in the AM and PM peak hours. MITIGATION The three intersections listed in the previous section were considered for potential mitigation measures to bring the v/c ratios within ACHD standards: Waltman Lane & Meridian Road/Main Street & Central Drive o This intersection exceeds v/c due to the high northbound through and southbound through traffic. Since there are 3 northbound through lanes already and the adjacent land has already been developed, it is not feasible to further widen the northbound approach. The southbound approach is also 3 lanes and similarly constrained by existing developments. An analysis of shoulder hour conditions is presented later in this report. o The southbound through movement did not fail without the Tanner Creek development but does fail with the Tanner Creek development after adding 112 PM trips to the conflicting northbound left turn movement. The project would not add any trips to the southbound through movement at this intersection. Meridian Road & I-84 (SPUI) o The southbound left, eastbound left, and westbound left movements exceed v/c standard at this intersection. This intersection sits on a raised deck above I-84 and the footprint is therefore constrained. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. Overland Road & Meridian Road o The eastbound left, westbound left, westbound through, westbound right, southbound left, and southbound through movements all exceed ACHD v/c thresholds. The northbound, southbound, and eastbound approaches are constrained by developed parcels on all sides, and the westbound approach is constrained by a bridge over Ten Mile Creek. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. PROJECTED TRAFFIC PROPOSED DEVELOPMENT The project site is currently not developed and will be built on vacant land within the boundaries of Waltman Ln to the north, Meridian Rd to the east, the existing paved road to the west, and I-84 to the south. There will be three driveways along Waltman Ln on the north side of the development, each with full access. The eastern driveway will also be evaluated as a RIRO access. MERIDIAN IC COMMERCIAL TIS 28 TRIP GENERATION Project trip generation was found using the Institute of Transportation Engineers Trip Generation Manual 10th Edition. Land use codes 813, 820, 934, and 710 were used to estimate the retail, shopping, restaurant, and office land uses, respectively. The project trip generations for the AM peak hour, PM peak hour, and weekday trips are shown below in Table 11. Additionally, internal capture trips from the NCHRP Report 684 Enhancing Internal Trip Capture Estimation for Mixed-Use Developments (per recommendation from ITE Trip Generation Handbook, 3rd Edition) and pass-by trips from the ITE Trip Generation Handbook, 3rd Edition were calculated. See appendix for NCHRP spreadsheet tables and calculations. Per ITE guidance, internal trip reductions are calculated first and the remaining external trips are divided into pass-by and primary trips. The applicant has shared anticipated peaks of 1pm to 2pm on weekdays and 3pm-4pm on weekends, during which 9% of daily trips will occur at the main retail establishment. Please note these are outside of the roadway system’s AM and PM peak periods. MERIDIAN IC COMMERCIAL TIS 29 TABLE 11: PROJECT TRIP GENERATION AM Peak Hour PM Peak Hour Daily Land Use Land Use Code Square Footage (ksf)Rate Enter % Enter Trips Exit Trips Total Trips Rate Enter % Enter Trips Exit Trips Total Trips Daily rate Daily Trips Retail 813 266.28 1.85 56%276 217 493 4.33 49%565 588 1153 50.70 13,500 Shops 820 27.26 *62%102 63 165 *48%100 108 208 *2,484 Fast-Food 934 7.50 40.19 51%154 148 302 32.67 52%127 118 245 470.95 3,533 Office 710 80.00 *86%87 15 102 *16%15 77 92 *855 Internal Capture % -14%-19%-16% -14%-12%-13% -15% Internal Capture Subtotal -87 -84 -171 -113 -107 -220 -2954 Retail Pass-By 813 -0%0%0 0 0 -29%49%-164 -170 -334 -29%-3,915 Shops Pass-By 820 -0%0%0 0 0 -34%48%-34 -37 -71 -34%-845 Fast-Food Pass- By 934 --50%51%-77 -74 -151 -50%52%-64 -59 -123 -50%-1,767 Pass-By Subtotal -77 -74 -151 -262 -266 -528 -6527 Primary Trips 455 285 740 432 518 950 10,891 * Fitted curve equation was used MERIDIAN IC COMMERCIAL TIS 30 TRIP DISTRIBUTION Trip distribution provides routing through the study intersections of project generated primary trips. The estimated trip distribution percentage through the study area was determined by using the COMPASS model. Figure 10 and Figure 11 show trip distribution assignments for primary trips in the AM and PM peak hours at the study intersections. Primary trip distribution percentages are as follows, and are also shown in Figure 9: 10% to / from the west along Franklin Road 10% to / from the north along Main Street and Meridian Road 15% to / from the east along Franklin Road 5% to / from the east along Central Drive 15% to / from the east along I-84 10% to / from the east along Overland Road 15% to / from the south along Meridian Road 5% to / from the west along Overland Road 15% to / from the west along I-84 MERIDIAN IC COMMERCIAL TIS 31 FIGURE 9: COMPASS PRIMARY TRIP DISTRIBUTION MERIDIAN IC COMMERCIAL TIS 32 FIGURE 10: AM PROJECT PRIMARY TRIPS MERIDIAN IC COMMERCIAL TIS 33 FIGURE 11: PM PROJECT PRIMARY TRIPS MERIDIAN IC COMMERCIAL TIS 34 Additionally, the pass-by trips were distributed based on the existing travel patterns on Meridian Road per ITE guidance. The pass-by trips are shown in Figure 12 and Figure 13 below and only include retail, shopping, and restaurant trips. MERIDIAN IC COMMERCIAL TIS 35 FIGURE 12: AM PROJECT PASS-BY TRIPS MERIDIAN IC COMMERCIAL TIS 36 FIGURE 13: PM PROJECT PASS-BY TRIPS MERIDIAN IC COMMERCIAL TIS 37 Figure 14 and Figure 15 show the build 2025 volumes without the Tanner Creek pipeline development, while Figure 16 and Figure 17 show the build 2025 volumes with the Tanner Creek trips. MERIDIAN IC COMMERCIAL TIS 38 FIGURE 14: FUTURE (2025) BUILD WITHOUT TANNER CREEK AM VOLUMES MERIDIAN IC COMMERCIAL TIS 39 FIGURE 15: FUTURE (2025) BUILD WITHOUT TANNER CREEK PM VOLUMES MERIDIAN IC COMMERCIAL TIS 40 FIGURE 16: FUTURE (2025) BUILD WITH TANNER CREEK AM VOLUMES MERIDIAN IC COMMERCIAL TIS 41 FIGURE 17: FUTURE (2025) BUILD WITH TANNER CREEK PM VOLUMES MERIDIAN IC COMMERCIAL TIS 42 TRAFFIC ANALYSIS This section compares the existing and background conditions to build conditions and any mitigation needs to accommodate site traffic. FUTURE BUILD WITHOUT TANNER CREEK OPERATIONS Future build without Tanner Creek AM and PM peak hour intersection and roadway operations results are shown below in Table 12 and Table 13. V/c ratios that exceed ACHD thresholds are shown in bold. Site frontage lane configurations assumed in Synchro represent a minimum recommended layout that allows for viable operations. Final frontage plans may differ. TABLE 12: FUTURE BUILD (2025) WITHOUT TANNER CREEK INTERSECTION OPERATIONS FUTURE BUILD W/O TANNER CREEK AM PEAK FUTURE BUILD W/O TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C SW 5th & Franklin Road 0.90 A -A - NBL/R 1.00 E 0.50 F 1.01 EBT/R 1.00 ---- WBL 1.00 B 0.08 B 0.04 WBT 1.00 ---- Franklin Rd/Meridian Rd 0.90 D 0.84 E 0.90 EBT 1.00 D 0.82 E 0.95 EBR 1.00 D 0.82 E 0.95 WBL 1.00 E 0.85 E 0.88 WBT 1.00 B 0.30 C 0.66 SBL 1.00 D 0.51 C 0.28 SBT 1.00 D 0.80 D 0.80 SBR 1.00 C 0.17 C 0.32 Franklin Road & Main Street*0.90 C 0.71 D 0.82 EBL 1.00 D 0.39 D 0.74 EBT 1.00 D 0.82 C 0.52 WBT/R 1.00 D 0.61 E 0.98 NBL 1.00 B 0.33 C 0.69 NBL/T 1.00 B 0.34 C 0.75 NBR 1.00 C 0.59 C 0.41 Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 D 0.91 F 1.44 EBL 1.00 E 0.65 F 1.58 EBT 1.00 E 0.16 E 0.31 EBR 1.00 E 0.14 F 3.77 WBL 1.00 E 0.61 F 0.92 WBT 1.00 E 0.16 D 0.09 WBR 1.00 E 0.06 D 0.21 NBL 1.00 F 1.09 F 3.01 NBT 1.00 C 0.73 E 1.07 NBR 1.00 D 0.19 C 0.27 SBL 1.00 E 0.59 F 0.90 SBT 1.00 D 0.91 D 0.95 SBR 1.00 C 0.11 C 0.26 MERIDIAN IC COMMERCIAL TIS 43 FUTURE BUILD W/O TANNER CREEK AM PEAK FUTURE BUILD W/O TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C Single Point Urban Interchange at Meridian Road & I-84 (SPUI)*0.90 D 0.97 E 1.05 NBL 1.00 E 0.84 E 0.88 NBT 1.00 E 0.84 D 0.76 NBR 1.00 A 0.71 A 0.50 SBL 1.00 E 0.98 F 1.30 SBT 1.00 C 0.36 D 0.93 SBR 1.00 A 0.30 A 0.55 EBL 1.00 F 1.03 D 0.57 EBR 1.00 C 0.36 C 0.42 WBL 1.00 D 0.59 F 1.11 WBR 1.00 C 0.40 C 0.69 Overland Rd & Meridian Rd 0.90 F 1.08 F 1.21 EBL 1.00 F 1.24 F 1.07 EBT 1.00 D 0.76 D 0.56 EBR 1.00 D 0.18 E 0.75 WBL 1.00 E 0.70 F 1.14 WBT 1.00 D 0.25 F 1.10 WBR 1.00 D 0.65 F 1.05 NBL 1.00 C 0.25 E 0.87 NBT 1.00 F 1.09 D 0.73 NBR 1.00 E 0.88 D 0.39 SBL 1.00 F 1.12 E 0.90 SBT 1.00 A 0.60 F 1.20 SBR 1.00 A 0.44 E 0.95 SW 5th & Corporate Drive 0.90 A -A - EBL 1.00 A 0.03 A 0.03 EBT 1.00 A -A - WBT 1.00 ---- WBR 1.00 ---- SBL/R 1.00 A 0.08 A 0.13 Waltman Ln & Corporate Drive 0.90 A -A - EBL 1.00 A -A - EBT 1.00 ---- WBT 1.00 ---- WBR 1.00 ---- SBL/R 1.00 A 0.05 A 0.05 Western Driveway & Waltman Ln 0.90 A -A - NBL 1.00 B 0.04 B 0.08 NBR 1.00 A 0.11 A 0.24 EBT 1.00 ---- EBR 1.00 ---- WBL 1.00 A 0.11 A 0.14 WBT 1.00 ---- Middle Driveway & Waltman Ln 0.90 A -A - NBL 1.00 C 0.02 D 0.07 NBR 1.00 A 0.10 B 0.27 EBT 1.00 ---- EBR 1.00 ---- WBL 1.00 A 0.16 A 0.22 WBT 1.00 ---- MERIDIAN IC COMMERCIAL TIS 44 FUTURE BUILD W/O TANNER CREEK AM PEAK FUTURE BUILD W/O TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C Eastern Driveway & Waltman Ln 0.90 A -A - NBL/R 1.00 B 0.22 C 0.68 EBT 1.00 ---- EBR 1.00 ---- WBL 1.00 A 0.10 A 0.21 WBT 1.00 ---- * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 13: FUTURE BUILD (2025) WITHOUT TANNER CREEK ROADWAY SEGMENT OPERATIONS FUTURE BUILD W/O TANNER CREEK AM PEAK FUTURE BUILD W/O TANNER CREEK PM PEAK LOCATION OPERATING STANDARD NORTHBOUND LOS SOUTHBOUND LOS NORTHBOUND LOS/PM VOL/AADT SOUTHBOUND LOS/PM VOL/AADT Meridian Rd from Waltman Lane to 1-84 LOS E Better than D Better than D Better than D/2626/19689 Better than D/2765/20662 Main St from Waltman to Franklin LOS E Better than D -Better than D/2519/17776 - SW 5th Ave from Corporate Drive to Franklin Road LOS D Better than D Better than D Better than D/221/1097 Better than D/143/864 Corporate Drive from SW 5th Ave to Waltman Lane LOS D Better than D Better than D Better than D/52/520 Better than D/43/430 Analysis shows that the same three intersections continue to fail the operational standard in the future build conditions, plus an additional intersection shown in bold: SW 5th Avenue & W Franklin Road in the PM peak hour Waltman Lane & Meridian Road/Main Street & Central Drive in both the AM and PM peak hours Meridian Road & I-84 (SPUI) in both AM and PM peak hours Overland Road & Meridian Road in both the AM and PM peak hours All roadway segments meet the operating standards in the AM and PM peak hours. MITIGATION The ACHD Integrated Five Year Work Plan does not identify any improvements for motor vehicle infrastructure in the study area. The Capital Improvements Plan also does not show any planned projects within the study area. To accommodate site traffic at the four intersections that exceed v/c thresholds in the future build conditions, the following mitigation options are proposed: MERIDIAN IC COMMERCIAL TIS 45 At SW 5th Avenue & W Franklin Road: o The northbound left turn movement exceeds a v/c of 1.0 in the PM peak hour with the addition of the project’s traffic. To mitigate the impact, the project will stripe the northbound approach with a left turn and right turn lane. The project accounts for approximately 35.4% of traffic on this movement in the PM peak. At Waltman Lane & Meridian Road/Main Street & Central Drive: o The Tanner Creek TIS identified operation issues at the intersection of Waltman Lane/Meridian Road/Main Street/Central Drive but recommended leaving the intersection under failing operations due to limited mitigation options and a fully built-out roadway cross section. o The eastbound left movement did not fail under future no build (without Tanner Creek) conditions but fails after adding 160 PM trips. The percentage of site traffic is 81.2% for this movement in the PM. o The northbound left turn is over capacity in both the AM and PM peak periods, partly due to project-related traffic. The northbound left movement did not fail under future no build (without Tanner Creek) conditions but fails after adding 286 AM trips and 229 PM trips. The percentage of site traffic is 91.5% for this movement in the AM and 75.0% in the PM. A second northbound left turn lane should be added to the right of the existing northbound left turn lane. This will also require a second receiving lane on the west leg. The west leg may be widened towards the southern side (the northern side has no room due to an existing parking area and driveway) and still allow an eastbound through movement. o The eastbound right turn is over capacity in the PM peak hour, partly due to project- generated trips. The eastbound right movement did not fail under future no build (without Tanner Creek) conditions but fails after adding 213 PM trips. The percentage of site traffic is 80.0% for this movement in the PM. The eastbound through lane should be re-striped to allow right turns as well. This will not cause operational issues, as the east/west phases are currently split phased and there is no crosswalk conflict with the eastbound right turn. o The westbound left turn is the highest at this intersection, with a demand of nearly 500 vehicles per hour in the PM peak hour. It would be possible to allow a third left turn from the through lane, but this is not recommended due to the upstream channelization which would cause queuing between left-turning vehicles and right- turning vehicles to merge. This mitigation would also not substantially improve v/c. o After these treatments, aimed at addressing operational issues caused by the project specifically, the intersection operates at a somewhat similar v/c to the future no build conditions in the PM peak hour. However, ACHD thresholds are still not met so additional shoulder hour analysis is required. MERIDIAN IC COMMERCIAL TIS 46 Meridian Road & I-84 (SPUI) o The southbound left, eastbound left, and westbound left movements exceed v/c standard at this intersection. The eastbound left movement did not fail under future no build (without Tanner Creek) conditions but fails after adding 43 AM trips and the percentage of site traffic is 10.0%. This intersection sits on a raised deck above I-84 and the footprint is therefore constrained. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. Overland Road & Meridian Road o The eastbound left, westbound left, westbound through, westbound right, northbound through, southbound left, and southbound through movements all exceed ACHD v/c thresholds. The northbound through movement did not fail under future no build (without Tanner Creek) conditions but fails after adding 32 AM trips and the percentage of site traffic is 3.9%. The northbound, southbound, and eastbound approaches are constrained by developed parcels on all sides, and the westbound approach is constrained by a bridge over Ten Mile Creek. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. The results with changes at Waltman Lane & Meridian Road/Main Street & Central Drive are shown in Table 14 below. TABLE 14: FUTURE BUILD (2025) WITHOUT TANNER CREEK MITIGATED INTERSECTION OPERATIONS FUTURE BUILD W/O TANNER CREEK AM PEAK - MITIGATED FUTURE BUILD W/O TANNER CREEK PM PEAK - MITIGATEDLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C SW 5th & Franklin Road 0.90 --A - NBL 1.00 --F 0.69 NBR 1.00 --C 0.24 EBT/R 1.00 ---- WBL 1.00 --B 0.04 WBT 1.00 ---- Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 D 0.80 F 1.08 EBL 1.00 E 0.65 F 1.28 EBT/R 1.00 E 0.27 F 1.05 EBR 1.00 E 0.08 F 0.92 WBL 1.00 E 0.61 F 0.98 WBT 1.00 E 0.16 D 0.09 WBR 1.00 E 0.06 D 0.18 NBL 1.00 D 0.63 F 1.21 NBT 1.00 C 0.73 E 1.04 NBR 1.00 D 0.19 C 0.26 SBL 1.00 E 0.59 F 1.02 SBT 1.00 D 0.86 E 1.02 SBR 1.00 C 0.11 C 0.27 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. MERIDIAN IC COMMERCIAL TIS 47 As shown above, the study intersections now operate closer to the level of the future no build conditions after applying mitigation. However, ACHD thresholds are still not met in the PM peak hour so additional shoulder hour analysis is required. FUTURE BUILD WITH TANNER CREEK OPERATIONS Future build with Tanner Creek AM and PM peak hour intersection and roadway operations results are shown below in Table 15 and Table 16. Site Frontage lane configurations assumed in Synchro represent a minimum recommended layout that allows for viable operations. Final frontage plans may differ. TABLE 15: FUTURE BUILD (2025) WITH TANNER CREEK INTERSECTION OPERATIONS FUTURE BUILD W/TANNER CREEK AM PEAK FUTURE BUILD W/TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C SW 5th & Franklin Road 0.90 A -A - NBL/R 1.00 E 0.50 F 1.01 EBT/R 1.00 ---- WBL 1.00 B 0.08 B 0.04 WBT 1.00 ---- Franklin Rd/Meridian Rd 0.90 D 0.84 E 0.92 EBT 1.00 D 0.82 E 0.97 EBR 1.00 D 0.83 E 0.97 WBL 1.00 E 0.85 E 0.88 WBT 1.00 B 0.30 C 0.67 SBL 1.00 D 0.51 C 0.28 SBT 1.00 D 0.80 D 0.82 SBR 1.00 C 0.17 C 0.31 Franklin Road & Main Street*0.90 C 0.71 D 0.84 EBL 1.00 D 0.39 D 0.74 EBT 1.00 D 0.83 C 0.52 WBT/R 1.00 D 0.61 E 0.98 NBL 1.00 B 0.33 C 0.69 NBL/T 1.00 B 0.36 D 0.77 NBR 1.00 C 0.58 C 0.41 Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 E 0.99 F 1.64 EBL 1.00 F 0.92 F 1.90 EBT 1.00 E 0.16 E 0.31 EBR 1.00 F 1.21 F 5.01 WBL 1.00 E 0.61 F 0.92 WBT 1.00 E 0.16 D 0.09 WBR 1.00 E 0.06 D 0.21 NBL 1.00 F 1.21 F 3.93 NBT 1.00 C 0.74 E 1.07 NBR 1.00 D 0.19 C 0.27 SBL 1.00 D 0.59 F 0.90 SBT 1.00 E 0.91 D 0.95 SBR 1.00 F 0.13 C 0.36 MERIDIAN IC COMMERCIAL TIS 48 FUTURE BUILD W/TANNER CREEK AM PEAK FUTURE BUILD W/TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C Single Point Urban Interchange at Meridian Road & I-84 (SPUI)*0.90 D 1.00 E 1.07 NBL 1.00 E 0.84 E 0.88 NBT 1.00 E 0.85 D 0.78 NBR 1.00 A 0.71 A 0.50 SBL 1.00 F 1.03 F 1.38 SBT 1.00 C 0.37 D 0.95 SBR 1.00 A 0.33 A 0.59 EBL 1.00 F 1.05 D 0.62 EBR 1.00 C 0.36 C 0.42 WBL 1.00 D 0.59 F 1.11 WBR 1.00 C 0.41 C 0.73 Overland Rd & Meridian Rd 0.90 F 1.09 F 1.22 EBL 1.00 F 1.24 F 1.07 EBT 1.00 D 0.76 D 0.56 EBR 1.00 D 0.18 E 0.75 WBL 1.00 E 0.70 F 1.14 WBT 1.00 D 0.25 F 1.10 WBR 1.00 D 0.65 F 1.05 NBL 1.00 C 0.25 E 0.87 NBT 1.00 F 1.09 D 0.75 NBR 1.00 E 0.88 D 0.39 SBL 1.00 F 1.12 E 0.90 SBT 1.00 A 0.62 F 1.21 SBR 1.00 A 0.44 F 1.27 SW 5th & Corporate Drive 0.90 A -A - EBL 1.00 A 0.03 A 0.04 EBT 1.00 A -A - WBT 1.00 ---- WBR 1.00 ---- SBL/R 1.00 A 0.08 A 0.14 Waltman Ln & Corporate Drive 0.90 A -A - EBL 1.00 A -A - EBT 1.00 ---- WBT 1.00 ---- WBR 1.00 ---- SBL/R 1.00 A 0.06 A 0.05 Western Driveway & Waltman Ln 0.90 A -A - NBL 1.00 B 0.05 C 0.13 NBR 1.00 B 0.14 B 0.30 EBT 1.00 ---- EBR 1.00 ---- WBL 1.00 A 0.13 A 0.16 WBT 1.00 ---- Middle Driveway & Waltman Ln 0.90 A -A - NBL 1.00 C 0.03 F 0.15 NBR 1.00 B 0.12 B 0.34 EBT 1.00 ---- EBR 1.00 ---- WBL 1.00 A 0.19 A 0.26 WBT 1.00 ---- MERIDIAN IC COMMERCIAL TIS 49 FUTURE BUILD W/TANNER CREEK AM PEAK FUTURE BUILD W/TANNER CREEK PM PEAKLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C Eastern Driveway & Waltman Ln 0.90 A -A - NBL/R 1.00 B 0.27 F 0.92 EBT 1.00 ---- EBR 1.00 ---- WBL 1.00 A 0.12 B 0.24 WBT 1.00 ---- Eastern Driveway & Waltman Ln (RIRO)0.90 A -A - NBR 1.00 B 0.25 D 0.78 EBT 1.00 ---- EBR 1.00 ---- WBT 1.00 ---- * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 16: FUTURE BUILD (2025) WITH TANNER CREEK ROADWAY SEGMENT OPERATIONS FUTURE BUILD W/TANNER CREEK AM PEAK FUTURE BUILD W/TANNER CREEK PM PEAK LOCATION OPERATING STANDARD NORTHBOUND LOS SOUTHBOUND LOS NORTHBOUND LOS/PM VOL/AADT SOUTHBOUND LOS/PM VOL/AADT Meridian Rd from Waltman Lane to 1-84 LOS E Better than D Better than D Better than D/2744/20574 D/2872/21461 Main St from Waltman to Franklin LOS E Better than D -Better than D/2572/18150 - SW 5th Ave from Corporate Drive to Franklin Road LOS D Better than D Better than D Better than D/221/1097 Better than D/143/864 Corporate Drive from SW 5th Ave to Waltman Lane LOS D Better than D Better than D Better than D/52/520 Better than D/43/430 Analysis shows that the same four intersections continue to fail the operational standard in the future build conditions, with the addition of one more intersection (shown in bold) exceeding v/c thresholds: Meridian Road & Franklin Road in the PM peak hour SW 5th Avenue & W Franklin Road in the PM peak hour Waltman Lane & Meridian Road/Main Street & Central Drive in the AM and PM peak hours Meridian Road & I-84 (SPUI) in both AM and PM peak hours Overland Road & Meridian Road in both the AM and PM peak hours Since this is the highest level of volume out of any scenario, the eastern driveway was evaluated as a RIRO per ACHD request, which shows it would operate at similar LOS and v/c. Additionally, the queuing results for the full-access eastern driveway show that less than 1 vehicle is expected for the westbound 95th percentile queue (0.4 vehicles in the AM and 0.6 vehicles in the PM). Since this is the highest volume condition for this driveway, westbound queuing is not expected to cause an issue with the signal at Waltman Lane and Meridian Road. MERIDIAN IC COMMERCIAL TIS 50 All roadway segments continue to meet the operating standards in the AM and PM peak hours. MITIGATION As mentioned previously, the ACHD Integrated Five Year Work Plan does not identify any improvements for motor vehicle infrastructure in the study area and the Capital Improvements Plan also does not show any planned projects within the study area. To accommodate site traffic at the four intersections that exceed v/c thresholds in the future build conditions, the following mitigation options are proposed: At SW 5th Avenue & W Franklin Road: o The northbound left turn movement exceeds a v/c of 1.0 in the PM peak hour with the addition of the project’s traffic. To mitigate the impact, the project will stripe the northbound approach with a left turn and right turn lane. At Meridian Road & Franklin Road: o The eastbound through and right movements cause the intersection to exceed v/c thresholds. An eastbound right turn pocket would bring the v/c within standards, but there is no right-of-way available to take to construct it. The eastbound approach cannot be shifted to the north to use the TWLTL as a through lane since this would cause the eastbound through path to be too far offset across the intersection. o Due to the constraints, no mitigation is feasible for the eastbound approach. An analysis of shoulder hour volumes is presented later in this report. o This intersection met v/c standards in the existing PM period. There are 3,955 total entering vehicles at this intersection in the existing PM. The future no build then has 252 more for 4,207 in total. Tanner Creek adds an additional 59. 79 more PM peak hour trips can be added before the intersection fails to meet ACHD v/c standards (the proposed project adds 87). The percentage of site traffic at this intersection is 2.5% in the PM peak hour. At Waltman Lane & Meridian Road/Main Street & Central Drive: o The Tanner Creek TIS identified operation issues at the intersection of Waltman Lane/Meridian Road/Main Street/Central Drive but recommended leaving the intersection under failing operations due to limited mitigation options and a fully built-out roadway cross section. This intersection exceeds the v/c threshold in the AM after adding 660 AM trips to the intersection. The percentage of site traffic at this intersection is 15.2% in the AM peak hour and 16.9% in the PM. o The northbound left turn is significantly over capacity in the PM peak period, partly due to project-related traffic. The northbound left movement did not fail under future no build (with Tanner Creek) conditions but fails after adding 262 AM and 5 PM trips. The percentage of site traffic is 91.5% for this movement in the AM peak hour and MERIDIAN IC COMMERCIAL TIS 51 75.0% in the PM. A second northbound left turn lane should be added to the right of the existing northbound left turn lane. This will also require a second receiving lane on the west leg. The west leg may be widened towards the southern side (the northern side has no room due to an existing parking area and driveway) and still allow an eastbound through movement. o The eastbound right turn is over capacity in the PM peak hour, partly due to project- generated trips. The eastbound right movement did not fail under future no build (with Tanner Creek) conditions but fails after adding 187 AM and 106 PM trips. The percentage of site traffic is 65.7% for this movement in the AM peak hour and 80.0% in the PM. The eastbound through lane should be re-striped to allow right turns as well. This will not cause operational issues, as the east/west phases are currently split phased and there is no crosswalk conflict with the eastbound right turn. Additionally, the eastbound left movement did not fail under future no build (with Tanner Creek) conditions but fails after adding 107 PM trips to the movement. The percentage of site traffic is 81.2% for this movement in the PM peak hour. o The westbound left turn is the highest at this intersection, with a demand of nearly 500 vehicles per hour in the PM peak hour. It would be possible to allow a third left turn from the through lane, but this is not recommended due to the upstream channelization which would cause queuing between left-turning vehicles and right- turning vehicles to merge. This mitigation would also not substantially improve v/c. Please note that the project does not add any traffic to this movement. o After these treatments, aimed at addressing operational issues caused by the project specifically, the intersection operates at a somewhat similar v/c to the future no build conditions in the PM peak hour. However, ACHD thresholds are still not met so additional shoulder hour analysis is required. Project-generated traffic accounts for approximately 15.2% of total AM traffic and 16.9% of total PM traffic. Meridian Road & I-84 (SPUI) o The southbound left, eastbound left, and westbound left movements exceed v/c standard at this intersection. The southbound left movement did not fail under future no build (with Tanner Creek) conditions but fails after adding 20 AM trips, and the percentage of site traffic is 5.0% for this movement in the AM peak hour and 10.0% in the PM. o The eastbound left movement did not fail under future no build (with Tanner Creek) conditions but fails after adding 31 AM trips. The westbound left does not have any site generated traffic from the project. o This intersection sits on a raised deck above I-84 and the footprint is therefore constrained. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. Project-generated traffic accounts for approximately 7.0% of total AM traffic and 7.0% of total PM traffic. Overland Road & Meridian Road MERIDIAN IC COMMERCIAL TIS 52 o The eastbound left, westbound left, westbound through, westbound right, northbound through, southbound left, southbound through, and southbound right movements all exceed ACHD v/c thresholds. The northbound, southbound, and eastbound approaches are constrained by developed parcels on all sides, and the westbound approach is constrained by a bridge over Ten Mile Creek. For this reason, widening is not feasible. An analysis of shoulder hour conditions is presented later in this report. Project-generated traffic accounts for approximately 4.0% of total AM traffic and 4.0% of total PM traffic. o The northbound through movement did not fail under future no build (with Tanner Creek) conditions but fails after adding 27 AM trips. The percentage of site traffic is 3.9% for this movement in the AM peak hour. The results of these changes are shown in Table 17. TABLE 17: FUTURE BUILD (2025) WITH TANNER CREEK MITIGATED INTERSECTION OPERATIONS FUTURE BUILD W/TANNER CREEK AM PEAK - MITIGATED FUTURE BUILD W/TANNER CREEK PM PEAK - MITIGATEDLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C SW 5th & Franklin Road 0.90 --A - NBL 1.00 --F 0.69 NBR 1.00 --C 0.24 EBT/R 1.00 ---- WBL 1.00 --B 0.04 WBT 1.00 ---- Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 D 0.84 F 1.18 EBL 1.00 F 0.92 F 1.29 EBT 1.00 E 0.31 F 1.50 EBR 1.00 E 0.11 F 1.27 WBL 1.00 E 0.61 F 0.98 WBT 1.00 E 0.16 D 0.09 WBR 1.00 E 0.06 D 0.16 NBL 1.00 D 0.63 F 1.41 NBT 1.00 C 0.74 E 1.04 NBR 1.00 D 0.19 C 0.26 SBL 1.00 D 0.59 F 1.16 SBT 1.00 E 0.90 F 1.09 SBR 1.00 F 0.13 D 0.37 As shown above, Waltman Lane & Meridian Road/Main Street & Central Drive now operates at an acceptable v/c in the AM peak hour and at a similar level as the future no build conditions in the PM peak hour after applying mitigation. However, ACHD thresholds are still not met in the PM peak hour so additional shoulder hour analysis is required. LEFT TURN GUIDELINES Left turn guidelines shown in the ACHD General Requirements 7106 were used to determine if left turn lanes are recommended at the site access points on Waltman Lane. The guidelines show that MERIDIAN IC COMMERCIAL TIS 53 a left turn lane is recommended for all driveways in at least one of the two peak hours. This project proposes constructing a two-way left turn lane (TWLTL) on Waltman Ln along the site frontage. QUEUING ANALYSIS This section summarizes the 95th percentile queuing conditions for all scenarios at two study intersections: Meridian Road & Franklin Road, and Waltman Lane & Meridian Road/Main Street & Central Drive. The results of the queuing analysis are summarized in Table 18 and Table 19 on the following pages. MERIDIAN IC COMMERCIAL TIS 54 TABLE 18: 95TH PERCENTILE QUEUES (1 OF 2) EXISTING FUTURE NO BUILD W/O TANNER CREEK FUTURE NO BUILD W/TANNER CREEK FUTURE BUILD W/O TANNER CREEK FUTURE BUILD W/TANNER CREEK EXISTING SHOULDER HOURLOCATION AVAILABLE STORAGE (FEET) AM PM AM PM AM PM AM PM AM PM AM PM EBT/R -595 #734 #689 #808 #690 #810 #702 #817 #702 #818 -- WBL 375 132 230 137 237 137 237 182 280 182 280 -- WBT 375 178 534 185 562 185 562 185 562 185 562 -- SBL 300 268 167 284 174 284 174 284 174 284 174 -- SBT -368 438 394 471 400 501 416 492 422 523 --Franklin Rd/Meridian RdSBR 300 36 121 37 128 37 128 37 128 37 128 -- EBL 400 4 8 6 12 52 59 92 #305 #162 #374 -7 EBT --7 -8 -8 39 66 39 66 -7 EBR 160 0 0 0 0 0 37 #88 #872 #334 #1129 -0 WBL 275 111 #338 119 #351 119 #367 118 #367 118 #367 -269 WBT 275 -12 -12 -12 52 52 52 52 -12 WBR 75 0 69 0 70 0 85 0 96 0 96 -54 NBL 320 -m14 -m15 m37 m#269 m#489 #912 m#549 #1180 -m14 NBT -576 #834 m668 #965 m665 #966 m633 #889 m628 #889 -616 NBR 375 m93 110 m104 129 m102 121 m84 124 m81 118 -94 SBL 160 m103 m#257 m104 m#284 m102 m#269 125 #331 m95 m#253 -m199 SBT 520 492 419 553 m568 626 m#855 618 #782 653 m593 -m336Waltman Lane & Meridian Road/Main Street & Central DriveSBR 165 m0 m0 m0 m0 m0 m0 26 114 m84 m131 -m0 Waltman Lane & Eastern DrivewayWBL 100 ------9 19 10 23 -- # - 95th percentile volume exceeds capacity; queue may be longer. Queue shown is maximum after 2 cycles. m - Volume for 95th percentile queue is metered by upstream signal. MERIDIAN IC COMMERCIAL TIS 55 TABLE 19: 95TH PERCENTILE QUEUES (2 OF 2) FUTURE NO BUILD W/O TANNER CREEK SHOULDER HOUR FUTURE NO BUILD W/TANNER CREEK SHOULDER HOUR FUTURE BUILD W/O TANNER CREEK - MITIGATED FUTURE BUILD W/O TANNER CREEK SHOULDER HOUR FUTURE BUILD W/O TANNER CREEK SHOULDER HOUR - MITIGATED FUTURE BUILD W/TANNER CREEK - MITIGATED FUTURE BUILD W/TANNER CREEK SHOULDER HOUR FUTURE BUILD W/TANNER CREEK SHOULDER HOUR - MITIGATED LOCATION AVAILABLE STORAGE (FEET) AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM EBT/R --------------#611 -- WBL 375 -------------243 -- WBT 375 -------------433 -- SBL 300 -------------149 -- SBT --------------422 --Franklin Rd/Meridian RdSBR 300 -------------92 -- EBL 400 -11 -57 92 #282 -#304 -#304 #162 #328 #160 #372 #160 #372 EBT --8 -8 #98 #308 -66 -#377 #128 #458 39 66 #128 #527 EBR 160 -0 -36 23 #294 -#870 -#357 82 #430 #251 #1127 82 #496 WBL 275 -275 -279 118 #389 -279 -279 118 #389 91 279 91 279 WBT 275 -12 -12 52 53 -52 -52 52 53 54 52 54 52 WBR 75 -58 -58 0 88 -58 -58 0 82 0 58 0 58 NBL 320 -m16 -#273 m161 #359 -#904 -#402 m183 #475 m#623 #1175 m229 #539 NBT --#761 -#730 m634 #850 -614 -616 m630 #836 371 580 371 595 NBR 375 -108 -102 m85 110 -102 -101 m82 82 m93 95 m94 95 SBL 160 -m214 -m214 125 #365 -#258 -#258 m97 m#318 97 m#244 97 #258 SBT 520 -m465 -m481 618 #850 -560 -560 653 m#853 387 437 387 560Waltman Lane & Meridian Road/Main Street & Central DriveSBR 165 -m0 -m0 26 121 -114 -114 m85 m148 37 m131 37 177 Waltman Lane & Eastern DrivewayWBL 100 -------14 ----9 17 -- # - 95th percentile volume exceeds capacity; queue may be longer. Queue shown is maximum after 2 cycles. m - Volume for 95th percentile queue is metered by upstream signal. MERIDIAN IC COMMERCIAL TIS 56 As shown, there are queuing deficiencies for the following intersections and lane groups: At Meridian Road & Franklin Road: o The westbound through queue exceeds the storage length (measured to the upstream intersection of Main Street & Franklin Road) in every scenario. These storage lanes cannot be extended, but the signal timings between the two intersections may be carefully optimized to avoid excessive westbound queuing. At Waltman Lane & Meridian Road/Main Street & Central Drive: o The eastbound right queue exceeds the current 160-foot storage capacity for all build scenarios but does not extend past the eastern driveway in the mitigated scenarios (approximately 315 feet to the near edge of the eastern access) except for the PM shoulder hour. The Tanner Creek traffic also has a noticeable effect on the eastbound queues. If driveway blocking is of concern, the eastern driveway could be configured as a right-in right-out and channelize the right-out to lead into the eastbound right turn lane, without an option for eastbound through or eastbound left movement. o The westbound left exceeds storage capacity in every scenario during the PM peak hour, but cannot be lengthened further due to the upstream intersection with Central Drive & Progress Ave. These storage lanes cannot be extended, but the signal timings between the two intersections may be carefully optimized to avoid excessive westbound queuing. There is no site traffic from this project on this movement. o The westbound right queue exceeds the painted storage capacity by up to 21 feet (approximately 1 vehicle) in almost all scenarios. This is not expected to cause any issues, as the westbound right queue would spill into the westbound through queue which is well within the storage length. There is no site traffic from this project on this movement. o The northbound left queue exceeds the painted storage capacity of 320 feet in all future build scenarios. The effective storage length extends to the nearest raised median which is another 100 feet beyond the painted turn lane. Additionally, the median could be rebuilt to allow up to 140 feet more for queuing space before the southbound left turn lane at I-84 begins, making the total feasible length 560 feet. o The southbound left queue exceeds the storage capacity in every scenario during the PM peak hour. It may be feasible to extend this turn lane by taking right-of-way to construct additional turn lane pavement. There is no site traffic from this project on this movement. o The southbound through queue exceeds the capacity that extends 520 feet to the upstream intersection at Meridian Road & Corporate Drive in most scenarios for both the AM and PM peak hours. These storage lanes cannot be extended, but the signal timings between the two intersections may be carefully optimized to avoid excessive southbound queuing. There is no site traffic from this project on this movement. MERIDIAN IC COMMERCIAL TIS 57 o The southbound right queue slightly exceeds the storage length but only in a PM shoulder hour scenario. It may be possible to slightly increase the storage length and/or shorten the taper, but extensive lengthening would require moving utility poles and the primary cause for queuing would still be an issue from the high southbound through movement volume. SHOULDER HOUR ANALYSIS Since several study intersections are infeasible to mitigate existing, future no-build, and future build levels of traffic, a shoulder hour analysis is presented here to determine if alternative mitigation measures are appropriate per ACHD policy 7106.7.3. Shoulder hour traffic volumes were calculated using the tube data, from which it was determined that AM shoulder hours are 28% lower than the AM peak period volumes and PM shoulder hours are 16% lower than the PM peak period volumes on average. These factors were applied to peak hour counts to create shoulder hour estimates, and used to analyze traffic conditions for existing, future no build, and future build conditions (assuming the same peak hour trip generation). The analysis results for these volume sets are shown in Table 20 through Table 24. The tables only show results for intersections that did not meet ACHD v/c standards under the normal peak hour analysis. TABLE 20: EXISTING (2021) SHOULDER HOUR INTERSECTION OPERATIONS EXISTING AM SHOULDER HOUR EXISTING PM SHOULDER HOURLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C Waltman Lane & Meridian Road/Main Street & Central Drive*0.90 --C 0.76 EBL 1.00 --E 0.12 EBT 1.00 --E 0.06 EBR 1.00 --E 0.00 WBL 1.00 --E 0.81 WBT 1.00 --D 0.01 WBR 1.00 --D 0.11 NBL 1.00 --F 0.50 NBT 1.00 --C 0.74 NBR 1.00 --C 0.17 SBL 1.00 --F 0.78 SBT 1.00 --B 0.60 SBR 1.00 --B 0.00 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)*0.90 --D 0.79 NBL 1.00 --E 0.64 NBT 1.00 --D 0.47 NBR 1.00 --A 0.36 SBL 1.00 --E 0.94 SBT 1.00 --D 0.63 SBR 1.00 --A 0.40 EBL 1.00 --D 0.40 EBR 1.00 --C 0.34 MERIDIAN IC COMMERCIAL TIS 58 EXISTING AM SHOULDER HOUR EXISTING PM SHOULDER HOURLOCATIONOPERATING STANDARD (V/C)LOS V/C LOS V/C WBL 1.00 --E 0.95 WBR 1.00 --C 0.53 Overland Rd & Meridian Rd 0.90 D 0.67 D 0.87 EBL 1.00 E 0.89 F 0.88 EBT 1.00 D 0.67 D 0.48 EBR 1.00 D 0.16 E 0.65 WBL 1.00 E 0.65 F 0.89 WBT 1.00 D 0.26 E 0.85 WBR 1.00 D 0.52 E 0.88 NBL 1.00 B 0.10 C 0.66 NBT 1.00 C 0.50 C 0.44 NBR 1.00 C 0.43 C 0.25 SBL 1.00 E 0.88 E 0.86 SBT 1.00 A 0.34 D 0.78 SBR 1.00 A 0.24 D 0.62 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 21: FUTURE NO BUILD (2025) WITHOUT TANNER CREEK SHOULDER HOUR INTERSECTION OPERATIONS FUTURE NO BUILD W/O TANNER CREEK AM SHOULDER HOUR FUTURE NO BUILD W/O TANNER CREEK PM SHOULDER HOURLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 --C 0.82 EBL 1.00 --E 0.10 EBT 1.00 --E 0.03 EBR 1.00 --E 0.00 WBL 1.00 --E 0.82 WBT 1.00 --D 0.01 WBR 1.00 --D 0.11 NBL 1.00 --F 0.53 NBT 1.00 --C 0.83 NBR 1.00 --C 0.19 SBL 1.00 --F 0.82 SBT 1.00 --C 0.67 SBR 1.00 --B 0.00 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)* 0.90 D 0.73 D 0.84 NBL 1.00 E 0.60 E 0.74 NBT 1.00 D 0.38 D 0.55 NBR 1.00 A 0.51 A 0.42 SBL 1.00 D 0.83 F 0.97 SBT 1.00 B 0.19 D 0.67 SBR 1.00 A 0.19 A 0.42 EBL 1.00 E 0.83 D 0.42 EBR 1.00 C 0.28 C 0.36 WBL 1.00 D 0.52 E 0.96 MERIDIAN IC COMMERCIAL TIS 59 FUTURE NO BUILD W/O TANNER CREEK AM SHOULDER HOUR FUTURE NO BUILD W/O TANNER CREEK PM SHOULDER HOURLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C WBR 1.00 C 0.28 C 0.53 Overland Rd & Meridian Rd 0.90 D 0.73 E 0.98 EBL 1.00 E 0.90 F 0.88 EBT 1.00 D 0.69 D 0.48 EBR 1.00 D 0.16 E 0.65 WBL 1.00 E 0.65 F 0.96 WBT 1.00 D 0.26 E 0.92 WBR 1.00 D 0.53 E 0.90 NBL 1.00 B 0.11 D 0.85 NBT 1.00 C 0.60 D 0.52 NBR 1.00 C 0.51 C 0.30 SBL 1.00 E 0.88 E 0.86 SBT 1.00 A 0.35 E 0.91 SBR 1.00 A 0.25 E 0.72 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 22: FUTURE NO BUILD (2025) WITH TANNER CREEK SHOULDER HOUR INTERSECTION OPERATIONS FUTURE NO BUILD W/TANNER CREEK AM PEAK SHOULDER HOUR FUTURE NO BUILD W/TANNER CREEK PM PEAK SHOULDER HOURLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 --D 0.85 EBL 1.00 --E 0.38 EBT 1.00 --E 0.01 EBR 1.00 --E 0.07 WBL 1.00 --E 0.84 WBT 1.00 --D 0.01 WBR 1.00 --D 0.11 NBL 1.00 --F 0.85 NBT 1.00 --C 0.89 NBR 1.00 --D 0.19 SBL 1.00 --F 0.82 SBT 1.00 --C 0.84 SBR 1.00 --C 0.05 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)* 0.90 D 0.74 D 0.86 NBL 1.00 E 0.60 E 0.74 NBT 1.00 D 0.40 D 0.58 NBR 1.00 A 0.51 A 0.42 SBL 1.00 D 0.85 E 1.02 SBT 1.00 C 0.21 C 0.69 SBR 1.00 A 0.23 A 0.45 EBL 1.00 E 0.83 D 0.48 EBR 1.00 C 0.28 C 0.36 WBL 1.00 D 0.51 E 0.96 MERIDIAN IC COMMERCIAL TIS 60 FUTURE NO BUILD W/TANNER CREEK AM PEAK SHOULDER HOUR FUTURE NO BUILD W/TANNER CREEK PM PEAK SHOULDER HOURLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C WBR 1.00 C 0.28 C 0.57 Overland Rd & Meridian Rd 0.90 D 0.73 E 0.98 EBL 1.00 E 0.90 F 0.88 EBT 1.00 D 0.69 D 0.48 EBR 1.00 D 0.16 E 0.65 WBL 1.00 E 0.65 F 0.96 WBT 1.00 D 0.26 E 0.92 WBR 1.00 D 0.53 E 0.90 NBL 1.00 B 0.11 D 0.85 NBT 1.00 C 0.60 D 0.54 NBR 1.00 C 0.51 C 0.30 SBL 1.00 E 0.88 E 0.86 SBT 1.00 A 0.35 E 0.93 SBR 1.00 A 0.25 E 0.72 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 23: FUTURE BUILD (2025) WITHOUT TANNER CREEK SHOULDER HOUR INTERSECTION OPERATIONS FUTURE BUILD W/O TANNER CREEK AM SHOULDER HOUR FUTURE BUILD W/O TANNER CREEK PM SHOULDER HOURLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 --F 1.28 EBL 1.00 --F 1.57 EBT 1.00 --E 0.31 EBR 1.00 --F 3.76 WBL 1.00 --E 0.84 WBT 1.00 --D 0.09 WBR 1.00 --D 0.11 NBL 1.00 --F 2.60 NBT 1.00 --C 0.83 NBR 1.00 --D 0.18 SBL 1.00 --F 0.82 SBT 1.00 --D 0.78 SBR 1.00 --C 0.26 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)* 0.90 D 0.76 D 0.89 NBL 1.00 E 0.60 D 0.74 NBT 1.00 E 0.51 D 0.65 NBR 1.00 A 0.51 A 0.42 SBL 1.00 E 0.85 F 1.08 SBT 1.00 C 0.26 D 0.78 SBR 1.00 A 0.23 A 0.48 EBL 1.00 E 0.87 D 0.50 EBR 1.00 C 0.27 C 0.36 WBL 1.00 D 0.48 E 0.96 MERIDIAN IC COMMERCIAL TIS 61 FUTURE BUILD W/O TANNER CREEK AM SHOULDER HOUR FUTURE BUILD W/O TANNER CREEK PM SHOULDER HOURLOCATIONOPERATING STANDARD (V/C) LOS V/C LOS V/C WBR 1.00 C 0.33 C 0.58 Overland Rd & Meridian Rd 0.90 D 0.77 E 1.01 EBL 1.00 F 0.91 F 0.91 EBT 1.00 D 0.60 D 0.47 EBR 1.00 D 0.14 E 0.63 WBL 1.00 E 0.65 F 0.96 WBT 1.00 D 0.22 E 0.92 WBR 1.00 D 0.58 E 0.95 NBL 1.00 B 0.12 D 0.85 NBT 1.00 D 0.70 D 0.59 NBR 1.00 D 0.56 C 0.31 SBL 1.00 E 0.89 E 0.88 SBT 1.00 A 0.40 E 0.98 SBR 1.00 A 0.29 E 0.77 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. TABLE 24: FUTURE BUILD (2025) WITH TANNER CREEK SHOULDER HOUR INTERSECTION OPERATIONS FUTURE BUILD W/TANNER CREEK AM SHOULDER HOUR FUTURE BUILD W/TANNER CREEK PM SHOULDER HOURLOCATION OPERATING STANDARD (V/C)LOS V/C LOS V/C Franklin Rd/Meridian Rd 0.90 --D 0.77 EBT 1.00 --D 0.72 EBR 1.00 --D 0.72 WBL 1.00 --E 0.86 WBT 1.00 --B 0.53 SBL 1.00 --D 0.25 SBT 1.00 --D 0.76 SBR 1.00 --D 0.29 Waltman Lane & Meridian Road/Main Street & Central Drive*0.90 D 0.80 F 1.47 EBL 1.00 F 0.92 F 1.89 EBT 1.00 E 0.16 E 0.31 EBR 1.00 F 0.80 F 5.00 WBL 1.00 E 0.54 E 0.84 WBT 1.00 E 0.20 D 0.09 WBR 1.00 E 0.04 D 0.11 NBL 1.00 F 1.11 F 3.39 NBT 1.00 B 0.49 C 0.83 NBR 1.00 D 0.14 D 0.18 SBL 1.00 E 0.56 F 0.82 SBT 1.00 D 0.65 C 0.78 SBR 1.00 C 0.12 C 0.36 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)*0.90 D 0.77 D 0.91 NBL 1.00 E 0.60 D 0.74 NBT 1.00 E 0.54 D 0.67 NBR 1.00 A 0.51 A 0.42 MERIDIAN IC COMMERCIAL TIS 62 FUTURE BUILD W/TANNER CREEK AM SHOULDER HOUR FUTURE BUILD W/TANNER CREEK PM SHOULDER HOURLOCATION OPERATING STANDARD (V/C)LOS V/C LOS V/C SBL 1.00 E 0.87 F 1.15 SBT 1.00 C 0.27 D 0.80 SBR 1.00 A 0.26 A 0.51 EBL 1.00 E 0.88 D 0.56 EBR 1.00 C 0.27 C 0.36 WBL 1.00 D 0.47 E 0.96 WBR 1.00 C 0.33 C 0.62 Overland Rd & Meridian Rd 0.90 D 0.77 E 1.02 EBL 1.00 F 0.91 F 0.91 EBT 1.00 D 0.60 D 0.47 EBR 1.00 D 0.14 E 0.63 WBL 1.00 E 0.65 F 0.96 WBT 1.00 D 0.22 E 0.92 WBR 1.00 D 0.58 E 0.95 NBL 1.00 B 0.13 D 0.85 NBT 1.00 D 0.70 D 0.60 NBR 1.00 D 0.56 C 0.31 SBL 1.00 E 0.89 E 0.88 SBT 1.00 A 0.42 E 1.00 SBR 1.00 A 0.29 E 0.78 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. The future build scenarios are shown with proposed mitigations at the intersection of Waltman Lane & Meridian Road/Main Street & Central Drive in Table 25 and Table 26. TABLE 25: FUTURE BUILD (2025) WITHOUT TANNER CREEK SHOULDER HOUR MITIGATED INTERSECTION OPERATIONS FUTURE BUILD W/O TANNER CREEK AM SHOULDER HOUR - MITIGATED FUTURE BUILD W/O TANNER CREEK PM SHOULDER HOUR - MITIGATEDLOCATION OPERATING STANDARD (V/C)LOS V/C LOS V/C Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 --F 0.95 EBL 1.00 --F 1.57 EBT 1.00 --F 1.58 EBR 1.00 --F 1.34 WBL 1.00 --E 0.84 WBT 1.00 --D 0.09 WBR 1.00 --D 0.11 NBL 1.00 --F 1.34 NBT 1.00 --C 0.83 NBR 1.00 --D 0.18 SBL 1.00 --F 0.82 SBT 1.00 --D 0.78 SBR 1.00 --C 0.26 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. MERIDIAN IC COMMERCIAL TIS 63 TABLE 26: FUTURE BUILD (2025) WITH TANNER CREEK SHOULDER HOUR MITIGATED INTERSECTION OPERATIONS FUTURE BUILD W/TANNER CREEK AM SHOULDER HOUR - MITIGATED FUTURE BUILD W/TANNER CREEK PM SHOULDER HOUR - MITIGATEDLOCATION OPERATING STANDARD (V/C)LOS V/C LOS V/C Waltman Lane & Meridian Road/Main Street & Central Drive* 0.90 D 0.65 F 1.06 EBL 1.00 F 0.92 F 1.89 EBT 1.00 E 0.31 F 2.36 EBR 1.00 E 0.11 F 1.97 WBL 1.00 E 0.54 E 0.84 WBT 1.00 E 0.20 D 0.09 WBR 1.00 E 0.04 D 0.11 NBL 1.00 E 0.61 F 1.75 NBT 1.00 B 0.49 C 0.83 NBR 1.00 D 0.14 D 0.18 SBL 1.00 E 0.56 F 0.82 SBT 1.00 C 0.63 D 0.78 SBR 1.00 C 0.12 C 0.36 * HCM 6 Methodology cannot be applied. HCM 2000 methodology results shown. As shown in the highest-volume scenario of future build with Tanner Creek, the only intersection that continues to exceed ACHD v/c thresholds in the AM shoulder hour is Waltman Lane & Meridian Road/Main Street & Central Drive. All intersections in the PM shoulder hour exceed v/c standards except Franklin Road & Meridian Road. Since some intersections do meet ACHD standards and some do not, alternative mitigation and/or priority corridor funding may be required, as discussed in subsequent sections. SAFETY Historical crash data was collected from 2015-2019 to analyze collision rates. The raw data is shown in the appendix (the intersection of 5th Avenue and Corporate Drive had no recorded crashes), and a summary is shown below in Table 27. TABLE 27: CRASH DATA BY SEVERITY SEVERITY INTERSECTION FATAL A INJURY B INJURY C INJURY PDO*TOTAL SW 5th & Franklin Road 0 0 1 3 8 12 Franklin Rd/Meridian Rd 0 2 7 10 15 34 Franklin Road & Main Street 0 3 4 10 23 40 Waltman Lane & Meridian Road/Main Street & Central Drive 0 0 3 14 18 35 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)0 2 7 21 34 64 Overland Rd & Meridian Rd 0 3 6 15 22 46 SW 5th & Corporate Drive 0 0 0 0 0 0 A Injury: Incapacitating B Injury: Non-incapacitating (visible) C Injury: Possible (non-evident) * Property Damage Only MERIDIAN IC COMMERCIAL TIS 64 Collision data did not have collision type recorded, so a summary of crashes by type cannot be shown here. The historical crashes and turning movement counts were used to determine the collision rates shown in Table 28. TABLE 28: COLLISION RATES INTERSECTION TOTAL CRASHES AADT*CRASHES PER MILLION ENTERING VEHICLES SW 5th & Franklin Road 12 24,220 0.27 Franklin Rd/Meridian Rd 34 39,550 0.47 Franklin Road & Main Street 40 40,800 0.54 Waltman Lane & Meridian Road/Main Street & Central Drive 35 47,250 0.41 Single Point Urban Interchange at Meridian Road & I-84 (SPUI)64 67,720 0.52 Overland Rd & Meridian Rd 46 59,380 0.42 SW 5th & Corporate Drive 0 900 0.00 * Estimated from PM peak volume, assuming K=10.0 The highest crash rate is 0.54 crashes per million entering vehicles, therefore no intersection appears to be operating with an unusually high number of crashes. Looking at the intersection with the highest crash rate, Franklin Road & Main Street, the only apparent safety issue is the presence of driveways and access points inside the intersection’s functional area. The east, north, and west legs all have driveways or access points within 100 feet of the intersection stop bar or crosswalk. The intersection otherwise appears to have adequate signage, signaling, striping, no sharp curves, approximately flat grades, marked crosswalks, no major sight line obstructions, illumination, and generally in a condition that is consistent with expectations. OFF-SITE IMPROVEMENTS As part of this project, off-site improvements should be made as alternative mitigations per ACHD requirement 7106.7.3. In addition to the mitigations proposed previously in this report, the project is also expected to construct the Corporate Lane extension. This extension from 5th Avenue to Waltman Lane will provide connectivity for both vehicles and pedestrians. However, this improvement will not be necessary if Tanner Creek is approved and constructed before this project. The study intersections were reviewed to see if any safety deficiencies or basic infrastructure was missing. It was found that all study intersections seem to have the appropriate infrastructure such as curbs, striping, sidewalks, ramps, and bike lanes. However, Waltman Lane is missing most of these. This project proposes to construct the entire length of Waltman Lane to its final cross section including vehicle travel lanes, striping, curbs, and sidewalks. In addition, the project may enter a Developer Agreement to pay into the Priority Corridor Fund to satisfy ACHD alternative mitigation requirements. MERIDIAN IC COMMERCIAL TIS 65 CONCLUSIONS AND RECOMMENDATIONS Several intersections exceed ACHD v/c standards in all scenarios from existing to future no build and future build. Mitigation measures, such as widening and adding turn pockets, are infeasible at most study intersections as they are already fully built-out and constrained by existing developed land and bridge decks. Therefore, alternative mitigation measures are needed, as well as project- specific mitigations where possible: At SW 5th Avenue & W Franklin Road: o Add striping to the northbound approach to delineate a left turn lane and a right turn lane. At Waltman Lane & Meridian Road/Main Street & Central Drive: o The Tanner Creek TIS identified issues but recommended leaving the intersection under failing operations. o A second northbound left turn lane should be added to the right of the existing northbound left turn lane. o The eastbound through lane should be re-striped to allow right turns. Additional off-site alternative mitigation: o In addition to the mitigations above, the project would construct Waltman Lane to its fully built cross section including a TWLTL to satisfy ACHD alternative mitigations. At the eastern driveway, two westbound through lanes and a short (150-foot) westbound left turn pocket are recommended for the scenario that allows full movement at the eastern driveway. At the middle driveway, two westbound through lanes are recommended. The TWLTL will provide westbound left-turn access into the project site. At the western driveway, one westbound through lane is recommended. The second westbound lane from the middle driveway should drop into a westbound left turn lane. This provides approximately 1,200 feet between the dual northbound left from Meridian Road and the merge point for westbound through traffic. This frontage configuration is recommended based on best safety practices and allows for unfamiliar drivers to safely navigate Waltman Lane to either the project site or a destination further west. o The project may also extend Corporate Drive from 5th Avenue to Waltman Lane unless the Tanner Creek project constructs it first. MERIDIAN IC COMMERCIAL TIS 66 o Finally, the project may enter a Developer Agreement to pay into the Priority Corridor Fund to satisfy ACHD alternative mitigation requirements. APPENDICES APPENDIX A. TRAFFIC COUNTS APPENDIX B. COMPASS MODEL RESULTS APPENDIX C. SITE PLAN APPENDIX D. ANALYSIS WORKSHEETS - EXISTING APPENDIX E. ANALYSIS WORKSHEETS – FUTURE NO BUILD 2025 APPENDIX F. ANALYSIS WORKSHEETS – FUTURE BUILD 2025 APPENDIX G. TANNER CREEK SUBDIVISION TIS (SELECTED PAGES) APPENDIX H. INTERNAL CAPTURE CALCULATIONS APPENDIX I. LEFT TURN GUIDELINES ANALYSIS APPENDIX J. HISTORICAL CRASH DATA APPENDIX K. VOLUME CALCULATIONS MERIDIAN IC COMMERCIAL TIS 1 APPENDIX A. TRAFFIC COUNTS File Name : Franklin Rd & SW 5th Avenue Site Code : 00000000 Start Date : 3/30/2021 Page No : 1 Study: DKS0015 Intersection: Franklin Rd / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Groups Printed- General Traffic Business Access From North Franklin Road From East SW 5th Avenue From South Franklin Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 6 0 4 0 10 2 127 0 0 129 1 0 1 0 2 11 234 4 0 249 390 07:15 AM 3 0 1 0 4 4 155 0 0 159 3 0 3 0 6 11 273 1 0 285 454 07:30 AM 0 0 0 0 0 2 158 4 0 164 8 0 7 0 15 15 262 1 0 278 457 07:45 AM 0 0 2 0 2 1 221 21 0 243 8 0 3 0 11 24 293 0 0 317 573 Total 9 0 7 0 16 9 661 25 0 695 20 0 14 0 34 61 1062 6 0 1129 1874 08:00 AM 1 0 0 0 1 2 121 9 0 132 13 0 10 1 24 22 266 1 0 289 446 08:15 AM 0 0 0 0 0 0 18 2 0 20 6 0 3 0 9 14 234 0 0 248 277 08:30 AM 2 0 1 0 3 1 108 6 0 115 10 0 9 0 19 10 255 0 0 265 402 08:45 AM 0 0 0 0 0 1 147 6 0 154 5 0 8 0 13 21 254 1 1 277 444 Total 3 0 1 0 4 4 394 23 0 421 34 0 30 1 65 67 1009 2 1 1079 1569 ------- 04:00 PM 1 0 2 0 3 1 263 6 0 270 11 0 11 0 22 8 214 0 0 222 517 04:15 PM 1 0 0 0 1 0 282 4 0 286 15 0 11 0 26 6 250 0 0 256 569 04:30 PM 0 0 1 0 1 1 331 2 0 334 12 0 14 0 26 10 232 0 0 242 603 04:45 PM 0 0 0 1 1 0 317 9 0 326 13 0 17 0 30 6 242 0 0 248 605 Total 2 0 3 1 6 2 1193 21 0 1216 51 0 53 0 104 30 938 0 0 968 2294 05:00 PM 0 0 1 0 1 1 324 6 0 331 27 0 21 0 48 10 223 0 0 233 613 05:15 PM 0 0 0 0 0 0 361 5 0 366 17 0 16 0 33 8 194 0 0 202 601 05:30 PM 0 0 0 0 0 0 310 2 0 312 20 0 19 1 40 9 246 0 0 255 607 05:45 PM 0 0 0 2 2 4 301 3 0 308 10 0 6 1 17 3 225 1 0 229 556 Total 0 0 1 2 3 5 1296 16 0 1317 74 0 62 2 138 30 888 1 0 919 2377 Grand Total 14 0 12 3 29 20 3544 85 0 3649 179 0 159 3 341 188 3897 9 1 4095 8114 Apprch %48.3 0 41.4 10.3 0.5 97.1 2.3 0 52.5 0 46.6 0.9 4.6 95.2 0.2 0 Total %0.2 0 0.1 0 0.4 0.2 43.7 1 0 45 2.2 0 2 0 4.2 2.3 48 0.1 0 50.5 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & SW 5th Avenue Site Code : 00000000 Start Date : 3/30/2021 Page No : 2 Study: DKS0015 Intersection: Franklin Rd / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Business Access Franklin Road Franklin Road SW 5th Avenue Right 14 Thru 0 Left 12 Peds 3 InOut Total 29 29 58 Right20 Thru3544 Left85 Peds0 OutTotalIn4088 3649 7737 Left 159 Thru 0 Right 179 Peds 3 Out TotalIn 273 341 614 Left9 Thru3897 Right188 Peds1 TotalOutIn3717 4095 7812 3/30/2021 07:00 AM 3/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & SW 5th Avenue Site Code : 00000000 Start Date : 3/30/2021 Page No : 3 Study: DKS0015 Intersection: Franklin Rd / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Business Access From North Franklin Road From East SW 5th Avenue From South Franklin Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 3 0 1 0 4 4 155 0 0 159 3 0 3 0 6 11 273 1 0 285 454 07:30 AM 0 0 0 0 0 2 158 4 0 164 8 0 7 0 15 15 262 1 0 278 457 07:45 AM 0 0 2 0 2 1 221 21 0 243 8 0 3 0 11 24 293 0 0 317 573 08:00 AM 1 0 0 0 1 2 121 9 0 132 13 0 10 1 24 22 266 1 0 289 446 Total Volume 4 0 3 0 7 9 655 34 0 698 32 0 23 1 56 72 1094 3 0 1169 1930 % App. Total 57.1 0 42.9 0 1.3 93.8 4.9 0 57.1 0 41.1 1.8 6.2 93.6 0.3 0 PHF .333 .000 .375 .000 .438 .563 .741 .405 .000 .718 .615 .000 .575 .250 .583 .750 .933 .750 .000 .922 .842 Business Access Franklin Road Franklin Road SW 5th Avenue Right 4 Thru 0 Left 3 Peds 0 InOut Total 12 7 19 Right9 Thru655 Left34 Peds0 OutTotalIn1129 698 1827 Left 23 Thru 0 Right 32 Peds 1 Out TotalIn 106 56 162 Left3 Thru1094 Right72 Peds0 TotalOutIn682 1169 1851 Peak Hour Begins at 07:15 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & SW 5th Avenue Site Code : 00000000 Start Date : 3/30/2021 Page No : 4 Study: DKS0015 Intersection: Franklin Rd / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Business Access From North Franklin Road From East SW 5th Avenue From South Franklin Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:15 AM 08:00 AM 07:15 AM +0 mins.6 0 4 0 10 4 155 0 0 159 13 0 10 1 24 11 273 1 0 285 +15 mins.3 0 1 0 4 2 158 4 0 164 6 0 3 0 9 15 262 1 0 278 +30 mins.0 0 0 0 0 1 221 21 0 243 10 0 9 0 19 24 293 0 0 317 +45 mins.0 0 2 0 2 2 121 9 0 132 5 0 8 0 13 22 266 1 0 289 Total Volume 9 0 7 0 16 9 655 34 0 698 34 0 30 1 65 72 1094 3 0 1169 % App. Total 56.2 0 43.8 0 1.3 93.8 4.9 0 52.3 0 46.2 1.5 6.2 93.6 0.3 0 PHF .375 .000 .438 .000 .400 .563 .741 .405 .000 .718 .654 .000 .750 .250 .677 .750 .933 .750 .000 .922 Business Access Franklin Road Franklin Road SW 5th Avenue Right 9 Thru 0 Left 7 Peds 0 In - Peak Hour: 07:00 AM 16 Right9 Thru655 Left34 Peds0 In - Peak Hour: 07:15 AM698 Left 30 Thru 0 Right 34 Peds 1 In - Peak Hour: 08:00 AM 65 Left3 Thru1094 Right72 Peds0 In - Peak Hour: 07:15 AM1169 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & SW 5th Avenue Site Code : 00000000 Start Date : 3/30/2021 Page No : 5 Study: DKS0015 Intersection: Franklin Rd / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Business Access From North Franklin Road From East SW 5th Avenue From South Franklin Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 0 0 1 1 0 317 9 0 326 13 0 17 0 30 6 242 0 0 248 605 05:00 PM 0 0 1 0 1 1 324 6 0 331 27 0 21 0 48 10 223 0 0 233 613 05:15 PM 0 0 0 0 0 0 361 5 0 366 17 0 16 0 33 8 194 0 0 202 601 05:30 PM 0 0 0 0 0 0 310 2 0 312 20 0 19 1 40 9 246 0 0 255 607 Total Volume 0 0 1 1 2 1 1312 22 0 1335 77 0 73 1 151 33 905 0 0 938 2426 % App. Total 0 0 50 50 0.1 98.3 1.6 0 51 0 48.3 0.7 3.5 96.5 0 0 PHF .000 .000 .250 .250 .500 .250 .909 .611 .000 .912 .713 .000 .869 .250 .786 .825 .920 .000 .000 .920 .989 Business Access Franklin Road Franklin Road SW 5th Avenue Right 0 Thru 0 Left 1 Peds 1 InOut Total 1 2 3 Right1 Thru1312 Left22 Peds0 OutTotalIn983 1335 2318 Left 73 Thru 0 Right 77 Peds 1 Out TotalIn 55 151 206 Left0 Thru905 Right33 Peds0 TotalOutIn1385 938 2323 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & SW 5th Avenue Site Code : 00000000 Start Date : 3/30/2021 Page No : 6 Study: DKS0015 Intersection: Franklin Rd / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Business Access From North Franklin Road From East SW 5th Avenue From South Franklin Road From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:45 PM 04:15 PM +0 mins.1 0 2 0 3 1 331 2 0 334 13 0 17 0 30 6 250 0 0 256 +15 mins.1 0 0 0 1 0 317 9 0 326 27 0 21 0 48 10 232 0 0 242 +30 mins.0 0 1 0 1 1 324 6 0 331 17 0 16 0 33 6 242 0 0 248 +45 mins.0 0 0 1 1 0 361 5 0 366 20 0 19 1 40 10 223 0 0 233 Total Volume 2 0 3 1 6 2 1333 22 0 1357 77 0 73 1 151 32 947 0 0 979 % App. Total 33.3 0 50 16.7 0.1 98.2 1.6 0 51 0 48.3 0.7 3.3 96.7 0 0 PHF .500 .000 .375 .250 .500 .500 .923 .611 .000 .927 .713 .000 .869 .250 .786 .800 .947 .000 .000 .956 Business Access Franklin Road Franklin Road SW 5th Avenue Right 2 Thru 0 Left 3 Peds 1 In - Peak Hour: 04:00 PM 6 Right2 Thru1333 Left22 Peds0 In - Peak Hour: 04:30 PM1357 Left 73 Thru 0 Right 77 Peds 1 In - Peak Hour: 04:45 PM 151 Left0 Thru947 Right32 Peds0 In - Peak Hour: 04:15 PM979 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & SW 5th Avenue Site Code : 00000000 Start Date : 3/30/2021 Page No : 7 Study: DKS0015 Intersection: Franklin Rd / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Meridian Rd Site Code : 00000000 Start Date : 3/30/2021 Page No : 1 Study: DKS0015 Intersection: Meridian Rd / Franklin Rd City, State: Meridian, Idaho Control: Signalized Groups Printed- General Traffic Meridian Road From North Franklin Road From East Meridian Road From South Franklin Road From West Start Time Right Thru Left Peds App. Total Thru Left Peds App. Total Peds App. Total Right Thru Peds App. Total Int. Total 07:00 AM 18 184 37 0 239 112 19 0 131 0 0 82 170 0 252 622 07:15 AM 15 227 77 0 319 148 39 0 187 0 0 79 188 1 268 774 07:30 AM 18 281 58 0 357 155 44 0 199 0 0 92 197 0 289 845 07:45 AM 20 273 62 0 355 105 55 0 160 0 0 93 196 0 289 804 Total 71 965 234 0 1270 520 157 0 677 0 0 346 751 1 1098 3045 08:00 AM 16 206 36 0 258 119 46 0 165 0 0 80 193 1 274 697 08:15 AM 24 242 41 0 307 114 49 2 165 2 2 103 153 0 256 730 08:30 AM 19 268 36 1 324 121 47 0 168 0 0 88 164 1 253 745 08:45 AM 19 219 29 0 267 133 42 0 175 0 0 100 193 0 293 735 Total 78 935 142 1 1156 487 184 2 673 2 2 371 703 2 1076 2907 ------- 04:00 PM 36 245 26 1 308 239 83 0 322 0 0 107 145 0 252 882 04:15 PM 30 261 33 0 324 240 81 0 321 0 0 112 150 1 263 908 04:30 PM 37 307 32 0 376 293 103 0 396 0 0 95 170 0 265 1037 04:45 PM 37 269 56 0 362 267 77 0 344 0 0 91 164 0 255 961 Total 140 1082 147 1 1370 1039 344 0 1383 0 0 405 629 1 1035 3788 05:00 PM 44 318 37 0 399 294 86 0 380 0 0 104 147 1 252 1031 05:15 PM 34 299 27 0 360 295 87 0 382 0 0 109 136 0 245 987 05:30 PM 37 224 20 0 281 284 75 0 359 0 0 91 173 0 264 904 05:45 PM 33 244 18 1 296 263 43 0 306 0 0 91 151 0 242 844 Total 148 1085 102 1 1336 1136 291 0 1427 0 0 395 607 1 1003 3766 Grand Total 437 4067 625 3 5132 3182 976 2 4160 2 2 1517 2690 5 4212 13506 Apprch %8.5 79.2 12.2 0.1 76.5 23.5 0 100 36 63.9 0.1 Total %3.2 30.1 4.6 0 38 23.6 7.2 0 30.8 0 0 11.2 19.9 0 31.2 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Meridian Rd Site Code : 00000000 Start Date : 3/30/2021 Page No : 2 Study: DKS0015 Intersection: Meridian Rd / Franklin Rd City, State: Meridian, Idaho Control: Signalized Meridian Road Franklin Road Franklin Road Meridian Road Right 437 Thru 4067 Left 625 Peds 3 InOut Total 0 5132 5132 Thru3182 Left976 Peds2 OutTotalIn3315 4160 7475 Peds 2 Out TotalIn 6560 2 6562 Thru2690 Right1517 Peds5 TotalOutIn3619 4212 7831 3/30/2021 07:00 AM 3/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Meridian Rd Site Code : 00000000 Start Date : 3/30/2021 Page No : 3 Study: DKS0015 Intersection: Meridian Rd / Franklin Rd City, State: Meridian, Idaho Control: Signalized Meridian Road From North Franklin Road From East Meridian Road From South Franklin Road From West Start Time Right Thru Left Peds App. Total Thru Left Peds App. Total Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 15 227 77 0 319 148 39 0 187 0 0 79 188 1 268 774 07:30 AM 18 281 58 0 357 155 44 0 199 0 0 92 197 0 289 845 07:45 AM 20 273 62 0 355 105 55 0 160 0 0 93 196 0 289 804 08:00 AM 16 206 36 0 258 119 46 0 165 0 0 80 193 1 274 697 Total Volume 69 987 233 0 1289 527 184 0 711 0 0 344 774 2 1120 3120 % App. Total 5.4 76.6 18.1 0 74.1 25.9 0 0 30.7 69.1 0.2 PHF .863 .878 .756 .000 .903 .850 .836 .000 .893 .000 .000 .925 .982 .500 .969 .923 Meridian Road Franklin Road Franklin Road Meridian Road Right 69 Thru 987 Left 233 Peds 0 InOut Total 0 1289 1289 Thru527 Left184 Peds0 OutTotalIn1007 711 1718 Peds 0 Out TotalIn 1515 0 1515 Thru774 Right344 Peds2 TotalOutIn596 1120 1716 Peak Hour Begins at 07:15 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Meridian Rd Site Code : 00000000 Start Date : 3/30/2021 Page No : 4 Study: DKS0015 Intersection: Meridian Rd / Franklin Rd City, State: Meridian, Idaho Control: Signalized Meridian Road From North Franklin Road From East Meridian Road From South Franklin Road From West Start Time Right Thru Left Peds App. Total Thru Left Peds App. Total Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:30 AM 07:15 AM +0 mins.15 227 77 0 319 148 39 0 187 0 0 79 188 1 268 +15 mins.18 281 58 0 357 155 44 0 199 0 0 92 197 0 289 +30 mins.20 273 62 0 355 105 55 0 160 0 0 93 196 0 289 +45 mins.16 206 36 0 258 119 46 0 165 2 2 80 193 1 274 Total Volume 69 987 233 0 1289 527 184 0 711 2 2 344 774 2 1120 % App. Total 5.4 76.6 18.1 0 74.1 25.9 0 100 30.7 69.1 0.2 PHF .863 .878 .756 .000 .903 .850 .836 .000 .893 .250 .250 .925 .982 .500 .969 Meridian Road Franklin Road Franklin Road Meridian Road Right 69 Thru 987 Left 233 Peds 0 In - Peak Hour: 07:15 AM 1289 Thru527 Left184 Peds0 In - Peak Hour: 07:15 AM711 Peds 2 In - Peak Hour: 07:30 AM 2 Thru774 Right344 Peds2 In - Peak Hour: 07:15 AM1120 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Meridian Rd Site Code : 00000000 Start Date : 3/30/2021 Page No : 5 Study: DKS0015 Intersection: Meridian Rd / Franklin Rd City, State: Meridian, Idaho Control: Signalized Meridian Road From North Franklin Road From East Meridian Road From South Franklin Road From West Start Time Right Thru Left Peds App. Total Thru Left Peds App. Total Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 37 307 32 0 376 293 103 0 396 0 0 95 170 0 265 1037 04:45 PM 37 269 56 0 362 267 77 0 344 0 0 91 164 0 255 961 05:00 PM 44 318 37 0 399 294 86 0 380 0 0 104 147 1 252 1031 05:15 PM 34 299 27 0 360 295 87 0 382 0 0 109 136 0 245 987 Total Volume 152 1193 152 0 1497 1149 353 0 1502 0 0 399 617 1 1017 4016 % App. Total 10.2 79.7 10.2 0 76.5 23.5 0 0 39.2 60.7 0.1 PHF .864 .938 .679 .000 .938 .974 .857 .000 .948 .000 .000 .915 .907 .250 .959 .968 Meridian Road Franklin Road Franklin Road Meridian Road Right 152 Thru 1193 Left 152 Peds 0 InOut Total 0 1497 1497 Thru1149 Left353 Peds0 OutTotalIn769 1502 2271 Peds 0 Out TotalIn 1945 0 1945 Thru617 Right399 Peds1 TotalOutIn1301 1017 2318 Peak Hour Begins at 04:30 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Meridian Rd Site Code : 00000000 Start Date : 3/30/2021 Page No : 6 Study: DKS0015 Intersection: Meridian Rd / Franklin Rd City, State: Meridian, Idaho Control: Signalized Meridian Road From North Franklin Road From East Meridian Road From South Franklin Road From West Start Time Right Thru Left Peds App. Total Thru Left Peds App. Total Peds App. Total Right Thru Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 12:00 PM 04:00 PM +0 mins.37 307 32 0 376 293 103 0 396 0 0 107 145 0 252 +15 mins.37 269 56 0 362 267 77 0 344 0 0 112 150 1 263 +30 mins.44 318 37 0 399 294 86 0 380 0 0 95 170 0 265 +45 mins.34 299 27 0 360 295 87 0 382 0 0 91 164 0 255 Total Volume 152 1193 152 0 1497 1149 353 0 1502 0 0 405 629 1 1035 % App. Total 10.2 79.7 10.2 0 76.5 23.5 0 0 39.1 60.8 0.1 PHF .864 .938 .679 .000 .938 .974 .857 .000 .948 .000 .000 .904 .925 .250 .976 Meridian Road Franklin Road Franklin Road Meridian Road Right 152 Thru 1193 Left 152 Peds 0 In - Peak Hour: 04:30 PM 1497 Thru1149 Left353 Peds0 In - Peak Hour: 04:30 PM1502 Peds 0 In - Peak Hour: 12:00 PM 0 Thru629 Right405 Peds1 In - Peak Hour: 04:00 PM1035 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Meridian Rd Site Code : 00000000 Start Date : 3/30/2021 Page No : 7 Study: DKS0015 Intersection: Meridian Rd / Franklin Rd City, State: Meridian, Idaho Control: Signalized Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Main St Site Code : 00000000 Start Date : 3/30/2021 Page No : 1 Study: DKS0015 Intersection: Franklin Rd / Main Street City, State: Meridian, Idaho Control: Signalized Groups Printed- General Traffic Main Street From North Franklin Road From East Main Street From South Franklin Road From West Start Time Peds App. Total Right Thru Peds App. Total Right Thru Left Peds App. Total Thru Left Peds App. Total Int. Total 07:00 AM 0 0 17 95 1 113 95 150 38 0 283 171 17 0 188 584 07:15 AM 0 0 21 113 0 134 111 183 78 0 372 243 15 0 258 764 07:30 AM 0 0 17 123 0 140 85 147 65 0 297 210 23 0 233 670 07:45 AM 0 0 14 117 0 131 109 202 59 0 370 235 24 0 259 760 Total 0 0 69 448 1 518 400 682 240 0 1322 859 79 0 938 2778 08:00 AM 0 0 17 112 0 129 103 162 54 1 320 192 23 0 215 664 08:15 AM 0 0 17 114 0 131 75 171 54 0 300 169 29 0 198 629 08:30 AM 0 0 18 123 0 141 66 186 51 0 303 166 25 0 191 635 08:45 AM 0 0 20 126 0 146 69 194 43 0 306 177 37 0 214 666 Total 0 0 72 475 0 547 313 713 202 1 1229 704 114 0 818 2594 ------- 04:00 PM 0 0 37 239 0 276 57 276 83 0 416 141 24 0 165 857 04:15 PM 0 0 41 210 0 251 58 358 116 3 535 144 33 0 177 963 04:30 PM 0 0 43 278 0 321 69 327 127 1 524 173 25 0 198 1043 04:45 PM 0 0 34 223 0 257 47 363 122 0 532 197 37 0 234 1023 Total 0 0 155 950 0 1105 231 1324 448 4 2007 655 119 0 774 3886 05:00 PM 0 0 44 264 0 308 70 344 96 0 510 155 24 0 179 997 05:15 PM 0 0 38 248 0 286 69 357 140 0 566 128 38 0 166 1018 05:30 PM 0 0 46 247 0 293 53 350 104 0 507 166 34 0 200 1000 05:45 PM 0 0 41 198 0 239 50 314 106 0 470 135 36 0 171 880 Total 0 0 169 957 0 1126 242 1365 446 0 2053 584 132 0 716 3895 Grand Total 0 0 465 2830 1 3296 1186 4084 1336 5 6611 2802 444 0 3246 13153 Apprch %0 14.1 85.9 0 17.9 61.8 20.2 0.1 86.3 13.7 0 Total %0 0 3.5 21.5 0 25.1 9 31 10.2 0 50.3 21.3 3.4 0 24.7 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Main St Site Code : 00000000 Start Date : 3/30/2021 Page No : 2 Study: DKS0015 Intersection: Franklin Rd / Main Street City, State: Meridian, Idaho Control: Signalized Main Street Franklin Road Franklin Road Main Street Peds 0 InOut Total 4993 0 4993 Right465 Thru2830 Peds1 OutTotalIn3988 3296 7284 Left 1336 Thru 4084 Right 1186 Peds 5 Out TotalIn 0 6611 6611 Left444 Thru2802 Peds0 TotalOutIn4166 3246 7412 3/30/2021 07:00 AM 3/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Main St Site Code : 00000000 Start Date : 3/30/2021 Page No : 3 Study: DKS0015 Intersection: Franklin Rd / Main Street City, State: Meridian, Idaho Control: Signalized Main Street From North Franklin Road From East Main Street From South Franklin Road From West Start Time Peds App. Total Right Thru Peds App. Total Right Thru Left Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 21 113 0 134 111 183 78 0 372 243 15 0 258 764 07:30 AM 0 0 17 123 0 140 85 147 65 0 297 210 23 0 233 670 07:45 AM 0 0 14 117 0 131 109 202 59 0 370 235 24 0 259 760 08:00 AM 0 0 17 112 0 129 103 162 54 1 320 192 23 0 215 664 Total Volume 0 0 69 465 0 534 408 694 256 1 1359 880 85 0 965 2858 % App. Total 0 12.9 87.1 0 30 51.1 18.8 0.1 91.2 8.8 0 PHF .000 .000 .821 .945 .000 .954 .919 .859 .821 .250 .913 .905 .885 .000 .931 .935 Main Street Franklin Road Franklin Road Main Street Peds 0 InOut Total 848 0 848 Right69 Thru465 Peds0 OutTotalIn1288 534 1822 Left 256 Thru 694 Right 408 Peds 1 Out TotalIn 0 1359 1359 Left85 Thru880 Peds0 TotalOutIn721 965 1686 Peak Hour Begins at 07:15 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Main St Site Code : 00000000 Start Date : 3/30/2021 Page No : 4 Study: DKS0015 Intersection: Franklin Rd / Main Street City, State: Meridian, Idaho Control: Signalized Main Street From North Franklin Road From East Main Street From South Franklin Road From West Start Time Peds App. Total Right Thru Peds App. Total Right Thru Left Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 08:00 AM 07:15 AM 07:15 AM +0 mins.0 0 17 112 0 129 111 183 78 0 372 243 15 0 258 +15 mins.0 0 17 114 0 131 85 147 65 0 297 210 23 0 233 +30 mins.0 0 18 123 0 141 109 202 59 0 370 235 24 0 259 +45 mins.0 0 20 126 0 146 103 162 54 1 320 192 23 0 215 Total Volume 0 0 72 475 0 547 408 694 256 1 1359 880 85 0 965 % App. Total 0 13.2 86.8 0 30 51.1 18.8 0.1 91.2 8.8 0 PHF .000 .000 .900 .942 .000 .937 .919 .859 .821 .250 .913 .905 .885 .000 .931 Main Street Franklin Road Franklin Road Main Street Peds 0 In - Peak Hour: 07:00 AM 0 Right72 Thru475 Peds0 In - Peak Hour: 08:00 AM547 Left 256 Thru 694 Right 408 Peds 1 In - Peak Hour: 07:15 AM 1359 Left85 Thru880 Peds0 In - Peak Hour: 07:15 AM965 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Main St Site Code : 00000000 Start Date : 3/30/2021 Page No : 5 Study: DKS0015 Intersection: Franklin Rd / Main Street City, State: Meridian, Idaho Control: Signalized Main Street From North Franklin Road From East Main Street From South Franklin Road From West Start Time Peds App. Total Right Thru Peds App. Total Right Thru Left Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 43 278 0 321 69 327 127 1 524 173 25 0 198 1043 04:45 PM 0 0 34 223 0 257 47 363 122 0 532 197 37 0 234 1023 05:00 PM 0 0 44 264 0 308 70 344 96 0 510 155 24 0 179 997 05:15 PM 0 0 38 248 0 286 69 357 140 0 566 128 38 0 166 1018 Total Volume 0 0 159 1013 0 1172 255 1391 485 1 2132 653 124 0 777 4081 % App. Total 0 13.6 86.4 0 12 65.2 22.7 0 84 16 0 PHF .000 .000 .903 .911 .000 .913 .911 .958 .866 .250 .942 .829 .816 .000 .830 .978 Main Street Franklin Road Franklin Road Main Street Peds 0 InOut Total 1674 0 1674 Right159 Thru1013 Peds0 OutTotalIn908 1172 2080 Left 485 Thru 1391 Right 255 Peds 1 Out TotalIn 0 2132 2132 Left124 Thru653 Peds0 TotalOutIn1498 777 2275 Peak Hour Begins at 04:30 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Main St Site Code : 00000000 Start Date : 3/30/2021 Page No : 6 Study: DKS0015 Intersection: Franklin Rd / Main Street City, State: Meridian, Idaho Control: Signalized Main Street From North Franklin Road From East Main Street From South Franklin Road From West Start Time Peds App. Total Right Thru Peds App. Total Right Thru Left Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 12:00 PM 04:30 PM 04:30 PM 04:15 PM +0 mins.0 0 43 278 0 321 69 327 127 1 524 144 33 0 177 +15 mins.0 0 34 223 0 257 47 363 122 0 532 173 25 0 198 +30 mins.0 0 44 264 0 308 70 344 96 0 510 197 37 0 234 +45 mins.0 0 38 248 0 286 69 357 140 0 566 155 24 0 179 Total Volume 0 0 159 1013 0 1172 255 1391 485 1 2132 669 119 0 788 % App. Total 0 13.6 86.4 0 12 65.2 22.7 0 84.9 15.1 0 PHF .000 .000 .903 .911 .000 .913 .911 .958 .866 .250 .942 .849 .804 .000 .842 Main Street Franklin Road Franklin Road Main Street Peds 0 In - Peak Hour: 12:00 PM 0 Right159 Thru1013 Peds0 In - Peak Hour: 04:30 PM1172 Left 485 Thru 1391 Right 255 Peds 1 In - Peak Hour: 04:30 PM 2132 Left119 Thru669 Peds0 In - Peak Hour: 04:15 PM788 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Franklin Rd & Main St Site Code : 00000000 Start Date : 3/30/2021 Page No : 7 Study: DKS0015 Intersection: Franklin Rd / Main Street City, State: Meridian, Idaho Control: Signalized Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian - Main & Waltman - Central 2 Site Code : 00000000 Start Date : 3/30/2021 Page No : 1 Study: DKS0015 Intersection: Meridian/Main/Waltman/Cent City, State: Meridian, Idaho Control: Signalized Groups Printed- General Traffic - Turns Meridian - Main From North Central Drive From East Meridian From South Waltman Lane From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 289 20 0 310 25 0 28 1 54 56 318 1 0 375 3 0 3 1 7 746 07:15 AM 1 321 14 0 336 11 0 44 0 55 72 386 0 0 458 0 0 0 0 0 849 07:30 AM 1 432 16 0 449 18 0 26 0 44 62 363 0 0 425 0 0 1 0 1 919 07:45 AM 0 357 27 0 384 20 0 52 0 72 79 403 0 0 482 1 0 1 0 2 940 Total 3 1399 77 0 1479 74 0 150 1 225 269 1470 1 0 1740 4 0 5 1 10 3454 08:00 AM 1 349 8 0 358 22 0 34 0 56 70 379 0 0 449 0 0 0 0 0 863 08:15 AM 3 332 29 0 364 26 0 23 1 50 64 302 2 0 368 1 0 1 0 2 784 08:30 AM 2 367 24 0 393 18 0 38 0 56 64 340 0 0 404 2 0 1 0 3 856 08:45 AM 3 326 42 0 371 27 0 38 0 65 70 338 1 0 409 2 0 2 0 4 849 Total 9 1374 103 0 1486 93 0 133 1 227 268 1359 3 0 1630 5 0 4 0 9 3352 ------- 04:00 PM 1 446 37 0 484 47 0 89 1 137 81 382 0 0 463 0 0 3 0 3 1087 04:15 PM 1 421 35 0 457 41 1 93 0 135 103 456 1 0 560 1 0 4 1 6 1158 04:30 PM 2 476 45 0 523 42 1 125 0 168 77 458 2 0 537 2 0 0 0 2 1230 04:45 PM 0 426 38 0 464 44 0 120 0 164 70 468 2 0 540 2 0 1 0 3 1171 Total 4 1769 155 0 1928 174 2 427 1 604 331 1764 5 0 2100 5 0 8 1 14 4646 05:00 PM 1 442 42 1 486 43 1 134 0 178 72 428 3 0 503 0 1 0 1 2 1169 05:15 PM 2 453 25 0 480 48 0 92 0 140 72 439 1 0 512 2 1 3 1 7 1139 05:30 PM 7 408 34 0 449 55 0 115 0 170 78 463 2 0 543 0 3 1 0 4 1166 05:45 PM 3 368 41 0 412 52 1 84 0 137 71 386 2 0 459 3 2 2 0 7 1015 Total 13 1671 142 1 1827 198 2 425 0 625 293 1716 8 0 2017 5 7 6 2 20 4489 Grand Total 29 6213 477 1 6720 539 4 1135 3 1681 1161 6309 17 0 7487 19 7 23 4 53 15941 Apprch %0.4 92.5 7.1 0 32.1 0.2 67.5 0.2 15.5 84.3 0.2 0 35.8 13.2 43.4 7.5 Total %0.2 39 3 0 42.2 3.4 0 7.1 0 10.5 7.3 39.6 0.1 0 47 0.1 0 0.1 0 0.3 General Traffic 29 6213 449 1 6692 539 4 1135 3 1681 1161 6309 15 0 7485 19 7 23 4 53 15911 % General Traffic 100 100 94.1 100 99.6 100 100 100 100 100 100 100 88.2 0 100 100 100 100 100 100 99.8 U-Turns 0 0 28 0 28 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 30 % U-Turns 0 0 5.9 0 0.4 0 0 0 0 0 0 0 11.8 0 0 0 0 0 0 0 0.2 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian - Main & Waltman - Central 2 Site Code : 00000000 Start Date : 3/30/2021 Page No : 2 Study: DKS0015 Intersection: Meridian/Main/Waltman/Cent City, State: Meridian, Idaho Control: Signalized Meridian - Main Waltman Lane Central Drive Meridian Right 29 0 29 Thru 6213 0 6213 Left 449 28 477 Peds 1 0 1 InOut Total 6871 6692 13563 0 28 28 6871 13591 6720 Right539 0 539 Thru4 0 4 Left1135 0 1135 Peds3 0 3 OutTotalIn1617 1681 3298 28 0 28 1645 3326 1681 Left 15 2 17 Thru 6309 0 6309 Right 1161 0 1161 Peds 0 0 0 Out TotalIn 7367 7485 14852 0 2 2 7367 14854 7487 Left23 0 23 Thru7 0 7 Right19 0 19 Peds4 0 4 TotalOutIn48 53 101 2 0 2 50 103 53 3/30/2021 07:00 AM 3/30/2021 05:45 PM General Traffic U-Turns North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian - Main & Waltman - Central 2 Site Code : 00000000 Start Date : 3/30/2021 Page No : 3 Study: DKS0015 Intersection: Meridian/Main/Waltman/Cent City, State: Meridian, Idaho Control: Signalized Meridian - Main From North Central Drive From East Meridian From South Waltman Lane From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 1 321 14 0 336 11 0 44 0 55 72 386 0 0 458 0 0 0 0 0 849 07:30 AM 1 432 16 0 449 18 0 26 0 44 62 363 0 0 425 0 0 1 0 1 919 07:45 AM 0 357 27 0 384 20 0 52 0 72 79 403 0 0 482 1 0 1 0 2 940 08:00 AM 1 349 8 0 358 22 0 34 0 56 70 379 0 0 449 0 0 0 0 0 863 Total Volume 3 1459 65 0 1527 71 0 156 0 227 283 1531 0 0 1814 1 0 2 0 3 3571 % App. Total 0.2 95.5 4.3 0 31.3 0 68.7 0 15.6 84.4 0 0 33.3 0 66.7 0 PHF .750 .844 .602 .000 .850 .807 .000 .750 .000 .788 .896 .950 .000 .000 .941 .250 .000 .500 .000 .375 .950 General Traffic 3 1459 60 0 1522 71 0 156 0 227 283 1531 0 0 1814 1 0 2 0 3 3566 % General Traffic 100 100 92.3 0 99.7 100 0 100 0 100 100 100 0 0 100 100 0 100 0 100 99.9 U-Turns 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 % U-Turns 0 0 7.7 0 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.1 Meridian - Main Waltman Lane Central Drive Meridian Right 3 0 3 Thru 1459 0 1459 Left 60 5 65 Peds 0 0 0 InOut Total 1604 1522 3126 0 5 5 1604 3131 1527 Right71 0 71 Thru0 0 0 Left156 0 156 Peds0 0 0 OutTotalIn343 227 570 5 0 5 348 575 227 Left 0 0 0 Thru 1531 0 1531 Right 283 0 283 Peds 0 0 0 Out TotalIn 1616 1814 3430 0 0 0 1616 3430 1814 Left2 0 2 Thru0 0 0 Right1 0 1 Peds0 0 0 TotalOutIn3 3 6 0 0 0 3 6 3 Peak Hour Begins at 07:15 AM General Traffic U-Turns Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian - Main & Waltman - Central 2 Site Code : 00000000 Start Date : 3/30/2021 Page No : 4 Study: DKS0015 Intersection: Meridian/Main/Waltman/Cent City, State: Meridian, Idaho Control: Signalized Meridian - Main From North Central Drive From East Meridian From South Waltman Lane From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:45 AM 07:15 AM 07:00 AM +0 mins.1 432 16 0 449 20 0 52 0 72 72 386 0 0 458 3 0 3 1 7 +15 mins.0 357 27 0 384 22 0 34 0 56 62 363 0 0 425 0 0 0 0 0 +30 mins.1 349 8 0 358 26 0 23 1 50 79 403 0 0 482 0 0 1 0 1 +45 mins.3 332 29 0 364 18 0 38 0 56 70 379 0 0 449 1 0 1 0 2 Total Volume 5 1470 80 0 1555 86 0 147 1 234 283 1531 0 0 1814 4 0 5 1 10 % App. Total 0.3 94.5 5.1 0 36.8 0 62.8 0.4 15.6 84.4 0 0 40 0 50 10 PHF .417 .851 .690 .000 .866 .827 .000 .707 .250 .813 .896 .950 .000 .000 .941 .333 .000 .417 .250 .357 General Traffic 5 147 0 75 0 1550 86 0 147 1 234 283 153 1 0 0 1814 4 0 5 1 10 % General Traffic 100 100 93. 8 0 99.7 100 0 100 100 100 100 100 0 0 100 100 0 100 100 100 U-Turns 0 0 5 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % U-Turns 0 0 6.2 0 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Meridian - Main Waltman Lane Central Drive Meridian Right 5 0 5 Thru 1470 0 1470 Left 75 5 80 Peds 0 0 0 In - Peak Hour: 07:30 AM 1550 5 1555 Right86 0 86 Thru0 0 0 Left147 0 147 Peds1 0 1 In - Peak Hour: 07:45 AM234 0 234 Left 0 0 0 Thru 1531 0 1531 Right 283 0 283 Peds 0 0 0 In - Peak Hour: 07:15 AM 1814 0 1814 Left5 0 5 Thru0 0 0 Right4 0 4 Peds1 0 1 In - Peak Hour: 07:00 AM10 0 10 General Traffic U-Turns Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian - Main & Waltman - Central 2 Site Code : 00000000 Start Date : 3/30/2021 Page No : 5 Study: DKS0015 Intersection: Meridian/Main/Waltman/Cent City, State: Meridian, Idaho Control: Signalized Meridian - Main From North Central Drive From East Meridian From South Waltman Lane From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 1 421 35 0 457 41 1 93 0 135 103 456 1 0 560 1 0 4 1 6 1158 04:30 PM 2 476 45 0 523 42 1 125 0 168 77 458 2 0 537 2 0 0 0 2 1230 04:45 PM 0 426 38 0 464 44 0 120 0 164 70 468 2 0 540 2 0 1 0 3 1171 05:00 PM 1 442 42 1 486 43 1 134 0 178 72 428 3 0 503 0 1 0 1 2 1169 Total Volume 4 1765 160 1 1930 170 3 472 0 645 322 1810 8 0 2140 5 1 5 2 13 4728 % App. Total 0.2 91.5 8.3 0.1 26.4 0.5 73.2 0 15 84.6 0.4 0 38.5 7.7 38.5 15.4 PHF .500 .927 .889 .250 .923 .966 .750 .881 .000 .906 .782 .967 .667 .000 .955 .625 .250 .313 .500 .542 .961 General Traffic 4 1765 148 1 1918 170 3 472 0 645 322 1810 7 0 2139 5 1 5 2 13 4715 % General Traffic 100 100 92.5 100 99.4 100 100 100 0 100 100 100 87.5 0 100.0 100 100 100 100 100 99.7 U-Turns 0 0 12 0 12 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 13 % U-Turns 0 0 7.5 0 0.6 0 0 0 0 0 0 0 12.5 0 0.0 0 0 0 0 0 0.3 Meridian - Main Waltman Lane Central Drive Meridian Right 4 0 4 Thru 1765 0 1765 Left 148 12 160 Peds 1 0 1 InOut Total 1985 1918 3903 0 12 12 1985 3915 1930 Right170 0 170 Thru3 0 3 Left472 0 472 Peds0 0 0 OutTotalIn471 645 1116 12 0 12 483 1128 645 Left 7 1 8 Thru 1810 0 1810 Right 322 0 322 Peds 0 0 0 Out TotalIn 2242 2139 4381 0 1 1 2242 4382 2140 Left5 0 5 Thru1 0 1 Right5 0 5 Peds2 0 2 TotalOutIn14 13 27 1 0 1 15 28 13 Peak Hour Begins at 04:15 PM General Traffic U-Turns Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian - Main & Waltman - Central 2 Site Code : 00000000 Start Date : 3/30/2021 Page No : 6 Study: DKS0015 Intersection: Meridian/Main/Waltman/Cent City, State: Meridian, Idaho Control: Signalized Meridian - Main From North Central Drive From East Meridian From South Waltman Lane From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:45 PM 04:15 PM 05:00 PM +0 mins.2 476 45 0 523 44 0 120 0 164 103 456 1 0 560 0 1 0 1 2 +15 mins.0 426 38 0 464 43 1 134 0 178 77 458 2 0 537 2 1 3 1 7 +30 mins.1 442 42 1 486 48 0 92 0 140 70 468 2 0 540 0 3 1 0 4 +45 mins.2 453 25 0 480 55 0 115 0 170 72 428 3 0 503 3 2 2 0 7 Total Volume 5 1797 150 1 1953 190 1 461 0 652 322 1810 8 0 2140 5 7 6 2 20 % App. Total 0.3 92 7.7 0.1 29.1 0.2 70.7 0 15 84.6 0.4 0 25 35 30 10 PHF .625 .944 .833 .250 .934 .864 .250 .860 .000 .916 .782 .967 .667 .000 .955 .417 .583 .500 .500 .714 General Traffic 5 179 7 138 1 1941 190 1 461 0 652 322 181 0 7 0 2139 5 7 6 2 20 % General Traffic 100 100 92 100 99.4 100 100 100 0 100 100 100 87. 5 0 100 100 100 100 100 100 U-Turns 0 0 12 0 12 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 % U-Turns 0 0 8 0 0.6 0 0 0 0 0 0 0 12. 5 0 0 0 0 0 0 0 Meridian - Main Waltman Lane Central Drive Meridian Right 5 0 5 Thru 1797 0 1797 Left 138 12 150 Peds 1 0 1 In - Peak Hour: 04:30 PM 1941 12 1953 Right190 0 190 Thru1 0 1 Left461 0 461 Peds0 0 0 In - Peak Hour: 04:45 PM652 0 652 Left 7 1 8 Thru 1810 0 1810 Right 322 0 322 Peds 0 0 0 In - Peak Hour: 04:15 PM 2139 1 2140 Left6 0 6 Thru7 0 7 Right5 0 5 Peds2 0 2 In - Peak Hour: 05:00 PM20 0 20 General Traffic U-Turns Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Meridian - Main & Waltman - Central 2 Site Code : 00000000 Start Date : 3/30/2021 Page No : 7 Study: DKS0015 Intersection: Meridian/Main/Waltman/Cent City, State: Meridian, Idaho Control: Signalized Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : I 84 & Meridian AM Site Code : 00000000 Start Date : 9/9/2020 Page No : 1 Operator: D White & B Gaskell Clear, 45 Degrees Groups Printed- Unshifted - Bank 1 Meridian from Franklin From North I 84 from Eagle From East Meridian from Overland From South I 84 from Ten Mile From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 152 78 67 62 0 93 92 136 248 107 0 87 1122 07:15 202 97 77 100 0 81 91 151 211 138 0 100 1248 07:30 197 104 98 81 0 119 116 205 254 152 0 111 1437 07:45 164 128 84 125 0 154 134 211 194 149 0 104 1447 Total 715 407 326 368 0 447 433 703 907 546 0 402 5254 08:00 145 96 83 78 0 124 86 164 176 117 0 69 1138 08:15 161 121 72 76 0 91 102 144 146 86 0 84 1083 08:30 144 137 69 73 0 98 77 141 180 111 0 89 1119 08:45 158 104 84 82 0 127 73 143 175 112 0 96 1154 Total 608 458 308 309 0 440 338 592 677 426 0 338 4494 Grand Total 1323 865 634 677 0 887 771 1295 1584 972 0 740 9748 Apprch %46.9 30.7 22.5 43.3 0 56.7 21.1 35.5 43.4 56.8 0 43.2 Total %13.6 8.9 6.5 6.9 0 9.1 7.9 13.3 16.2 10 0 7.6 Unshifted 1323 865 634 677 0 887 771 1295 1584 972 0 740 9748 % Unshifted 100 100 100 100 0 100 100 100 100 100 0 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Meridian from Franklin I 84 from Ten Mile I 84 from Eagle Meridian from Overland Right 634 0 634 Thru 865 0 865 Left 1323 0 1323 InOut Total 3154 2822 5976 0 0 0 3154 5976 2822 Right887 0 887 Thru0 0 0 Left677 0 677 OutTotalIn2907 1564 4471 0 0 0 2907 4471 1564 Left 771 0 771 Thru 1295 0 1295 Right 1584 0 1584 Out TotalIn 2282 3650 5932 0 0 0 2282 5932 3650 Left972 0 972 Thru0 0 0 Right740 0 740 TotalOutIn1405 1712 3117 0 0 0 1405 3117 1712 9/9/2020 07:00 9/9/2020 08:45 Unshifted Bank 1 North Ada County Highway District 1301 Orchard St, Ste 200 Boise, Idaho 83709 208-387-6140 File Name : I 84 & Meridian AM Site Code : 00000000 Start Date : 9/9/2020 Page No : 2 Operator: D White & B Gaskell Clear, 45 Degrees Meridian from Franklin From North I 84 from Eagle From East Meridian from Overland From South I 84 from Ten Mile From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 7:00:00 AM to 8:45:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15:00 AM 7:15:00 AM 202 97 77 376 100 0 81 181 91 151 211 453 138 0 100 238 1248 7:30:00 AM 197 104 98 399 81 0 119 200 116 205 254 575 152 0 111 263 1437 7:45:00 AM 164 128 84 376 125 0 154 279 134 211 194 539 149 0 104 253 1447 8:00:00 AM 145 96 83 324 78 0 124 202 86 164 176 426 117 0 69 186 1138 Total Volume 708 425 342 1475 384 0 478 862 427 731 835 1993 556 0 384 940 5270 % App. Total 48 28.8 23.2 44.5 0 55.5 21.4 36.7 41.9 59.1 0 40.9 PHF .876 .830 .872 .924 .768 .000 .776 .772 .797 .866 .822 .867 .914 .000 .865 .894 .911 Meridian from Franklin I 84 from Ten Mile I 84 from Eagle Meridian from Overland Right 342 Thru 425 Left 708 InOut Total 1765 1475 3240 Right478 Thru0 Left384 OutTotalIn1543 862 2405 Left 427 Thru 731 Right 835 Out TotalIn 1193 1993 3186 Left556 Thru0 Right384 TotalOutIn769 940 1709 Peak Hour Begins at 07:15 Unshifted Bank 1 Peak Hour Data North Ada County Highway District 1301 Orchard St, Ste 200 Boise, Idaho 83709 208-387-6140 File Name : I 84 & Meridian PM Site Code : 00000000 Start Date : 9/8/2020 Page No : 1 Operator: D White & B Gaskell Clear, 70 Degrees Groups Printed- Unshifted - Bank 1 Meridian from Franklin From North I 84 from Eagle From East Meridian from Overland From South I 84 from Ten Mile From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 16:00 135 236 137 183 0 177 117 176 165 70 0 103 1499 16:15 158 252 159 245 0 203 101 185 158 92 0 90 1643 16:30 146 247 149 215 0 192 113 204 179 96 0 150 1691 16:45 123 230 126 249 0 217 105 223 146 99 0 107 1625 Total 562 965 571 892 0 789 436 788 648 357 0 450 6458 17:00 183 259 193 248 0 195 126 201 143 87 0 107 1742 17:15 148 243 145 258 0 215 122 192 161 97 0 133 1714 17:30 119 225 127 257 0 184 122 197 153 91 0 106 1581 17:45 157 237 93 198 0 167 105 169 130 76 0 102 1434 Total 607 964 558 961 0 761 475 759 587 351 0 448 6471 Grand Total 1169 1929 1129 1853 0 1550 911 1547 1235 708 0 898 12929 Apprch %27.7 45.6 26.7 54.5 0 45.5 24.7 41.9 33.4 44.1 0 55.9 Total %9 14.9 8.7 14.3 0 12 7 12 9.6 5.5 0 6.9 Unshifted 1169 1929 1129 1853 0 1550 911 1547 1235 708 0 898 12929 % Unshifted 100 100 100 100 0 100 100 100 100 100 0 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Meridian from Franklin I 84 from Ten Mile I 84 from Eagle Meridian from Overland Right 1129 0 1129 Thru 1929 0 1929 Left 1169 0 1169 InOut Total 3805 4227 8032 0 0 0 3805 8032 4227 Right1550 0 1550 Thru0 0 0 Left1853 0 1853 OutTotalIn2404 3403 5807 0 0 0 2404 5807 3403 Left 911 0 911 Thru 1547 0 1547 Right 1235 0 1235 Out TotalIn 4680 3693 8373 0 0 0 4680 8373 3693 Left708 0 708 Thru0 0 0 Right898 0 898 TotalOutIn2040 1606 3646 0 0 0 2040 3646 1606 9/8/2020 16:00 9/8/2020 17:45 Unshifted Bank 1 North Ada County Highway District 1301 Orchard St, Ste 200 Boise, Idaho 83709 208-387-6140 File Name : I 84 & Meridian PM Site Code : 00000000 Start Date : 9/8/2020 Page No : 2 Operator: D White & B Gaskell Clear, 70 Degrees Meridian from Franklin From North I 84 from Eagle From East Meridian from Overland From South I 84 from Ten Mile From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 4:00:00 PM to 5:45:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:30:00 PM 4:30:00 PM 146 247 149 542 215 0 192 407 113 204 179 496 96 0 150 246 1691 4:45:00 PM 123 230 126 479 249 0 217 466 105 223 146 474 99 0 107 206 1625 5:00:00 PM 183 259 193 635 248 0 195 443 126 201 143 470 87 0 107 194 1742 5:15:00 PM 148 243 145 536 258 0 215 473 122 192 161 475 97 0 133 230 1714 Total Volume 600 979 613 2192 970 0 819 1789 466 820 629 1915 379 0 497 876 6772 % App. Total 27.4 44.7 28 54.2 0 45.8 24.3 42.8 32.8 43.3 0 56.7 PHF .820 .945 .794 .863 .940 .000 .944 .946 .925 .919 .878 .965 .957 .000 .828 .890 .972 Meridian from Franklin I 84 from Ten Mile I 84 from Eagle Meridian from Overland Right 613 Thru 979 Left 600 InOut Total 2018 2192 4210 Right819 Thru0 Left970 OutTotalIn1229 1789 3018 Left 466 Thru 820 Right 629 Out TotalIn 2446 1915 4361 Left379 Thru0 Right497 TotalOutIn1079 876 1955 Peak Hour Begins at 16:30 Unshifted Bank 1 Peak Hour Data North Ada County Highway District 1301 Orchard St, Ste 200 Boise, Idaho 83709 208-387-6140 File Name : Meridian & Overland AM Site Code : 00000000 Start Date : 2/12/2020 Page No : 1 Operator: B Stoneman Meridian Rd and Overland Rd Video (SW) A.M. Groups Printed- Unshifted Meridian Rd from Franklin Rd From North Overland Rd from Locust Grove Rd From East Meridian Rd from Victory Rd From South Overland Rd from Linder From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 42 147 59 0 248 44 28 18 0 90 81 398 10 0 489 12 133 114 0 259 1086 07:15 AM 51 159 86 0 296 51 25 30 0 106 88 343 11 0 442 21 162 130 0 313 1157 07:30 AM 57 161 80 0 298 62 44 26 0 132 112 337 12 0 461 15 175 134 0 324 1215 07:45 AM 67 202 118 0 387 72 43 17 0 132 102 378 26 0 506 19 164 81 0 264 1289 Total 217 669 343 0 1229 229 140 91 0 460 383 1456 59 0 1898 67 634 459 0 1160 4747 08:00 AM 47 155 77 0 279 85 80 37 0 202 65 250 16 0 331 15 112 84 0 211 1023 08:15 AM 44 160 84 0 288 69 42 18 0 129 64 344 26 0 434 9 83 78 0 170 1021 08:30 AM 47 139 62 0 248 51 37 24 0 112 94 252 15 6 367 14 125 102 0 241 968 08:45 AM 40 182 91 0 313 54 50 23 0 127 62 307 20 0 389 15 83 72 0 170 999 Total 178 636 314 0 1128 259 209 102 0 570 285 1153 77 6 1521 53 403 336 0 792 4011 Grand Total 395 1305 657 0 2357 488 349 193 0 1030 668 2609 136 6 3419 120 1037 795 0 1952 8758 Apprch %16.8 55.4 27.9 0 47.4 33.9 18.7 0 19.5 76.3 4 0.2 6.1 53.1 40.7 0 Total %4.5 14.9 7.5 0 26.9 5.6 4 2.2 0 11.8 7.6 29.8 1.6 0.1 39 1.4 11.8 9.1 0 22.3 Ada County Highway District 3775 Adams St. Garden City, Idaho 83714 Committed to Service File Name : Meridian & Overland AM Site Code : 00000000 Start Date : 2/12/2020 Page No : 2 Meridian Rd from Franklin Rd From North Overland Rd from Locust Grove Rd From East Meridian Rd from Victory Rd From South Overland Rd from Linder From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 7:00:00 AM to 8:45:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:00:00 AM 7:00:00 AM 42 147 59 0 248 44 28 18 0 90 81 398 10 0 489 12 133 114 0 259 1086 7:15:00 AM 51 159 86 0 296 51 25 30 0 106 88 343 11 0 442 21 162 130 0 313 1157 7:30:00 AM 57 161 80 0 298 62 44 26 0 132 112 337 12 0 461 15 175 134 0 324 1215 7:45:00 AM 67 202 118 0 387 72 43 17 0 132 102 378 26 0 506 19 164 81 0 264 1289 Total Volume 217 669 343 0 1229 229 140 91 0 460 383 1456 59 0 1898 67 634 459 0 1160 4747 % App. Total 17.7 54.4 27.9 0 49.8 30.4 19.8 0 20.2 76.7 3.1 0 5.8 54.7 39.6 0 PHF .810 .828 .727 .000 .794 .795 .795 .758 .000 .871 .855 .915 .567 .000 .938 .798 .906 .856 .000 .895 .921 Meridian Rd from Franklin Rd Overland Rd from Linder Overland Rd from Locust Grove Rd Meridian Rd from Victory Rd Right 217 Thru 669 Left 343 Peds 0 InOut Total 2144 1229 3373 Right229 Thru140 Left91 Peds0 OutTotalIn1360 460 1820 Left 59 Thru 1456 Right 383 Peds 0 Out TotalIn 827 1898 2725 Left459 Thru634 Right67 Peds0 TotalOutIn416 1160 1576 Peak Hour Begins at 07:00 AM Unshifted Peak Hour Data North Ada County Highway District 3775 Adams St. Garden City, Idaho 83714 Committed to Service File Name : Meridian & Overland PM Site Code : 00000000 Start Date : 2/2/2020 Page No : 1 Operator: D White Video SWC Groups Printed- Unshifted - Bank 1 Meridian from I 84 From North Overland from Locust Grove From East Meridian from Victory From South Overland from Linder From West Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 16:00 91 329 113 85 119 119 31 213 45 79 73 45 1342 16:15 92 326 114 88 134 112 30 270 60 88 90 56 1460 16:30 93 358 112 88 146 123 32 227 41 98 84 52 1454 16:45 79 377 125 105 155 111 30 260 50 84 93 73 1542 Total 355 1390 464 366 554 465 123 970 196 349 340 226 5798 17:00 77 341 128 77 171 132 33 234 47 81 74 35 1430 17:15 107 373 128 90 171 117 35 242 41 71 76 35 1486 17:30 102 362 132 89 171 125 24 237 33 74 80 51 1480 17:45 83 358 119 98 141 101 35 223 28 71 62 44 1363 Total 369 1434 507 354 654 475 127 936 149 297 292 165 5759 Grand Total 724 2824 971 720 1208 940 250 1906 345 646 632 391 11557 Apprch %16 62.5 21.5 25.1 42.1 32.8 10 76.2 13.8 38.7 37.9 23.4 Total %6.3 24.4 8.4 6.2 10.5 8.1 2.2 16.5 3 5.6 5.5 3.4 Unshifted 724 2824 971 720 1208 940 250 1906 345 646 632 391 11557 % Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Ada County Highway District 1301 Orchard St, Ste 200 Boise, Idaho 83709 208-387-6140 File Name : Meridian & Overland PM Site Code : 00000000 Start Date : 2/2/2020 Page No : 2 Operator: D White Video SWC Meridian from I 84 From North Overland from Locust Grove From East Meridian from Victory From South Overland from Linder From West Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 4:00:00 PM to 5:45:00 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45:00 PM 4:45:00 PM 79 377 125 581 105 155 111 371 30 260 50 340 84 93 73 250 1542 5:00:00 PM 77 341 128 546 77 171 132 380 33 234 47 314 81 74 35 190 1430 5:15:00 PM 107 373 128 608 90 171 117 378 35 242 41 318 71 76 35 182 1486 5:30:00 PM 102 362 132 596 89 171 125 385 24 237 33 294 74 80 51 205 1480 Total Volume 365 1453 513 2331 361 668 485 1514 122 973 171 1266 310 323 194 827 5938 % App. Total 15.7 62.3 22 23.8 44.1 32 9.6 76.9 13.5 37.5 39.1 23.5 PHF .853 .964 .972 .958 .860 .977 .919 .983 .871 .936 .855 .931 .923 .868 .664 .827 .963 Meridian from I 84 Overland from Linder Overland from Locust Grove Meridian from Victory Right 513 Thru 1453 Left 365 InOut Total 1768 2331 4099 Right485 Thru668 Left361 OutTotalIn859 1514 2373 Left 122 Thru 973 Right 171 Out TotalIn 2008 1266 3274 Left310 Thru323 Right194 TotalOutIn1303 827 2130 Peak Hour Begins at 16:45 Unshifted Bank 1 Peak Hour Data North Ada County Highway District 1301 Orchard St, Ste 200 Boise, Idaho 83709 208-387-6140 File Name : Corporate Dr & SW 5th Ave Site Code : 00000000 Start Date : 3/30/2021 Page No : 1 Study: DKS0015 Intersection: Corporate Dr / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Groups Printed- General Traffic SW 5th Avenue From North Corporate Drive From East Corporate Drive From West Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total 07:00 AM 0 2 0 2 2 1 0 3 0 0 0 0 5 07:15 AM 1 4 0 5 11 0 0 11 1 2 0 3 19 07:30 AM 0 2 0 2 15 0 0 15 0 1 0 1 18 07:45 AM 0 0 0 0 15 1 0 16 0 0 0 0 16 Total 1 8 0 9 43 2 0 45 1 3 0 4 58 08:00 AM 0 7 0 7 21 0 0 21 0 1 0 1 29 08:15 AM 0 6 0 6 8 1 0 9 1 0 0 1 16 08:30 AM 0 3 0 3 13 0 0 13 0 0 0 0 16 08:45 AM 0 7 0 7 10 0 0 10 0 1 0 1 18 Total 0 23 0 23 52 1 0 53 1 2 0 3 79 ------- 04:00 PM 0 8 0 8 9 1 0 10 0 0 0 0 18 04:15 PM 0 8 0 8 7 0 0 7 0 1 0 1 16 04:30 PM 0 6 1 7 10 0 0 10 0 0 0 0 17 04:45 PM 0 10 0 10 8 0 0 8 0 0 0 0 18 Total 0 32 1 33 34 1 0 35 0 1 0 1 69 05:00 PM 0 13 1 14 10 0 0 10 0 0 0 0 24 05:15 PM 0 13 1 14 12 0 0 12 0 0 0 0 26 05:30 PM 1 11 0 12 12 0 0 12 0 0 0 0 24 05:45 PM 0 3 1 4 2 0 0 2 0 0 0 0 6 Total 1 40 3 44 36 0 0 36 0 0 0 0 80 Grand Total 2 103 4 109 165 4 0 169 2 6 0 8 286 Apprch %1.8 94.5 3.7 97.6 2.4 0 25 75 0 Total %0.7 36 1.4 38.1 57.7 1.4 0 59.1 0.7 2.1 0 2.8 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Corporate Dr & SW 5th Ave Site Code : 00000000 Start Date : 3/30/2021 Page No : 2 Study: DKS0015 Intersection: Corporate Dr / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign SW 5th Avenue Corporate Drive Corporate Drive Right 2 Left 103 Peds 4 InOut Total 171 109 280 Right165 Thru4 Peds0 OutTotalIn105 169 274 Left6 Thru2 Peds0 TotalOutIn6 8 14 3/30/2021 07:00 AM 3/30/2021 05:45 PM General Traffic North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Corporate Dr & SW 5th Ave Site Code : 00000000 Start Date : 3/30/2021 Page No : 3 Study: DKS0015 Intersection: Corporate Dr / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign SW 5th Avenue From North Corporate Drive From East Corporate Drive From West Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 1 4 0 5 11 0 0 11 1 2 0 3 19 07:30 AM 0 2 0 2 15 0 0 15 0 1 0 1 18 07:45 AM 0 0 0 0 15 1 0 16 0 0 0 0 16 08:00 AM 0 7 0 7 21 0 0 21 0 1 0 1 29 Total Volume 1 13 0 14 62 1 0 63 1 4 0 5 82 % App. Total 7.1 92.9 0 98.4 1.6 0 20 80 0 PHF .250 .464 .000 .500 .738 .250 .000 .750 .250 .500 .000 .417 .707 SW 5th Avenue Corporate Drive Corporate Drive Right 1 Left 13 Peds 0 InOut Total 66 14 80 Right62 Thru1 Peds0 OutTotalIn14 63 77 Left4 Thru1 Peds0 TotalOutIn2 5 7 Peak Hour Begins at 07:15 AM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Corporate Dr & SW 5th Ave Site Code : 00000000 Start Date : 3/30/2021 Page No : 4 Study: DKS0015 Intersection: Corporate Dr / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign SW 5th Avenue From North Corporate Drive From East Corporate Drive From West Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:15 AM 07:15 AM +0 mins.0 7 0 7 11 0 0 11 1 2 0 3 +15 mins.0 6 0 6 15 0 0 15 0 1 0 1 +30 mins.0 3 0 3 15 1 0 16 0 0 0 0 +45 mins.0 7 0 7 21 0 0 21 0 1 0 1 Total Volume 0 23 0 23 62 1 0 63 1 4 0 5 % App. Total 0 100 0 98.4 1.6 0 20 80 0 PHF .000 .821 .000 .821 .738 .250 .000 .750 .250 .500 .000 .417 SW 5th Avenue Corporate Drive Corporate Drive Right 0 Left 23 Peds 0 In - Peak Hour: 08:00 AM 23 Right62 Thru1 Peds0 In - Peak Hour: 07:15 AM63 Left4 Thru1 Peds0 In - Peak Hour: 07:15 AM5 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Corporate Dr & SW 5th Ave Site Code : 00000000 Start Date : 3/30/2021 Page No : 5 Study: DKS0015 Intersection: Corporate Dr / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign SW 5th Avenue From North Corporate Drive From East Corporate Drive From West Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 10 0 10 8 0 0 8 0 0 0 0 18 05:00 PM 0 13 1 14 10 0 0 10 0 0 0 0 24 05:15 PM 0 13 1 14 12 0 0 12 0 0 0 0 26 05:30 PM 1 11 0 12 12 0 0 12 0 0 0 0 24 Total Volume 1 47 2 50 42 0 0 42 0 0 0 0 92 % App. Total 2 94 4 100 0 0 0 0 0 PHF .250 .904 .500 .893 .875 .000 .000 .875 .000 .000 .000 .000 .885 SW 5th Avenue Corporate Drive Corporate Drive Right 1 Left 47 Peds 2 InOut Total 42 50 92 Right42 Thru0 Peds0 OutTotalIn47 42 89 Left0 Thru0 Peds0 TotalOutIn1 0 1 Peak Hour Begins at 04:45 PM General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Corporate Dr & SW 5th Ave Site Code : 00000000 Start Date : 3/30/2021 Page No : 6 Study: DKS0015 Intersection: Corporate Dr / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign SW 5th Avenue From North Corporate Drive From East Corporate Drive From West Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:45 PM 03:30 PM +0 mins.0 10 0 10 8 0 0 8 0 0 0 0 +15 mins.0 13 1 14 10 0 0 10 0 0 0 0 +30 mins.0 13 1 14 12 0 0 12 0 0 0 0 +45 mins.1 11 0 12 12 0 0 12 0 1 0 1 Total Volume 1 47 2 50 42 0 0 42 0 1 0 1 % App. Total 2 94 4 100 0 0 0 100 0 PHF .250 .904 .500 .893 .875 .000 .000 .875 .000 .250 .000 .250 SW 5th Avenue Corporate Drive Corporate Drive Right 1 Left 47 Peds 2 In - Peak Hour: 04:45 PM 50 Right42 Thru0 Peds0 In - Peak Hour: 04:45 PM42 Left1 Thru0 Peds0 In - Peak Hour: 03:30 PM1 General Traffic Peak Hour Data North L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 File Name : Corporate Dr & SW 5th Ave Site Code : 00000000 Start Date : 3/30/2021 Page No : 7 Study: DKS0015 Intersection: Corporate Dr / SW 5th Ave City, State: Meridian, Idaho Control: Stop Sign Image 1 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Meridian Rd b I-84 IC & Waltman- Central VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Meridian Rd between I-84 IC and Waltman-Central Meridian, Idaho 1 3/30/2021 Southbound Northbound Time Total 12:00 AM * * 0 12:15 * * 0 12:30 * * 0 12:45 * * 0 1:00 * * 0 1:15 * * 0 1:30 * * 0 1:45 * * 0 2:00 17 32 49 2:15 22 7 29 2:30 17 16 33 2:45 6 18 24 3:00 14 5 19 3:15 10 13 23 3:30 11 20 31 3:45 15 19 34 4:00 32 18 50 4:15 33 26 59 4:30 64 46 110 4:45 70 66 136 5:00 71 44 115 5:15 95 62 157 5:30 131 122 253 5:45 126 198 324 6:00 144 114 258 6:15 191 222 413 6:30 240 257 497 6:45 299 362 661 7:00 312 380 692 7:15 370 447 817 7:30 457 422 879 7:45 410 504 914 8:00 398 444 842 8:15 381 368 749 8:30 411 411 822 8:45 378 434 812 9:00 310 285 595 9:15 364 393 757 9:30 350 336 686 9:45 362 354 716 10:00 344 352 696 10:15 308 320 628 10:30 354 356 710 10:45 381 371 752 11:00 347 390 737 11:15 380 348 728 11:30 442 414 856 11:45 408 400 808 Total 9075 9396 18471 Percent 49.1% 50.9% Peak 7:30 7:15 7:15 Volume 1646 1817 3452 Peak Factor 0.900 0.901 0.944 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Meridian Rd b I-84 IC & Waltman- Central VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Meridian Rd between I-84 IC and Waltman-Central Meridian, Idaho 2 3/30/2021 Southbound Northbound Time Total 12:00 PM 422 438 860 12:15 494 425 919 12:30 415 419 834 12:45 445 398 843 1:00 474 362 836 1:15 437 392 829 1:30 458 394 852 1:45 398 426 824 2:00 440 406 846 2:15 434 402 836 2:30 471 422 893 2:45 444 454 898 3:00 454 402 856 3:15 407 494 901 3:30 496 483 979 3:45 464 522 986 4:00 516 468 984 4:15 506 542 1048 4:30 560 532 1092 4:45 513 523 1036 5:00 535 477 1012 5:15 512 504 1016 5:30 482 524 1006 5:45 446 450 896 6:00 380 430 810 6:15 424 414 838 6:30 386 338 724 6:45 320 324 644 7:00 350 290 640 7:15 258 296 554 7:30 291 269 560 7:45 252 256 508 8:00 278 240 518 8:15 276 266 542 8:30 205 231 436 8:45 242 200 442 9:00 218 154 372 9:15 177 165 342 9:30 128 130 258 9:45 142 102 244 10:00 136 108 244 10:15 123 98 221 10:30 78 104 182 10:45 84 76 160 11:00 86 60 146 11:15 58 73 131 11:30 40 42 82 11:45 41 35 76 Total 16196 15560 31756 Percent 51.0% 49.0% Peak 4:30 4:15 4:15 Volume 2120 2074 4188 Peak Factor 0.946 0.957 0.959 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Meridian Rd b I-84 IC & Waltman- Central VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Meridian Rd between I-84 IC and Waltman-Central Meridian, Idaho 3 3/31/2021 Southbound Northbound Time Total 12:00 AM 34 30 64 12:15 24 28 52 12:30 24 22 46 12:45 24 21 45 1:00 22 15 37 1:15 13 19 32 1:30 18 23 41 1:45 22 18 40 2:00 12 11 23 2:15 10 20 30 2:30 16 13 29 2:45 20 21 41 3:00 22 11 33 3:15 16 12 28 3:30 12 12 24 3:45 16 22 38 4:00 27 20 47 4:15 24 20 44 4:30 52 37 89 4:45 64 63 127 5:00 68 37 105 5:15 96 62 158 5:30 133 138 271 5:45 135 202 337 6:00 170 138 308 6:15 178 194 372 6:30 238 246 484 6:45 318 360 678 7:00 320 369 689 7:15 360 455 815 7:30 490 498 988 7:45 422 538 960 8:00 378 462 840 8:15 354 386 740 8:30 405 376 781 8:45 410 430 840 9:00 386 370 756 9:15 372 378 750 9:30 354 358 712 9:45 360 374 734 10:00 286 355 641 10:15 350 378 728 10:30 370 348 718 10:45 364 390 754 11:00 386 346 732 11:15 398 380 778 11:30 404 394 798 11:45 358 444 802 Total 9335 9844 19179 Percent 48.7% 51.3% Peak 7:15 7:15 7:15 Volume 1650 1953 3603 Peak Factor 0.842 0.908 0.912 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Meridian Rd b I-84 IC & Waltman- Central VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Meridian Rd between I-84 IC and Waltman-Central Meridian, Idaho 4 3/31/2021 Southbound Northbound Time Total 12:00 PM 406 416 822 12:15 440 416 856 12:30 451 435 886 12:45 450 424 874 1:00 443 383 826 1:15 424 424 848 1:30 444 420 864 1:45 409 438 847 2:00 416 411 827 2:15 446 385 831 2:30 462 404 866 2:45 446 444 890 3:00 477 425 902 3:15 489 492 981 3:30 538 478 1016 3:45 460 514 974 4:00 533 460 993 4:15 541 522 1063 4:30 548 516 1064 4:45 547 534 1081 5:00 554 541 1095 5:15 458 524 982 5:30 451 487 938 5:45 436 490 926 6:00 452 403 855 6:15 376 413 789 6:30 427 404 831 6:45 330 325 655 7:00 318 318 636 7:15 301 308 609 7:30 289 280 569 7:45 256 292 548 8:00 320 232 552 8:15 266 250 516 8:30 228 218 446 8:45 196 222 418 9:00 251 200 451 9:15 218 176 394 9:30 180 138 318 9:45 114 129 243 10:00 107 98 205 10:15 92 80 172 10:30 77 71 148 10:45 78 84 162 11:00 71 68 139 11:15 61 50 111 11:30 45 53 98 11:45 43 48 91 Total 16365 15843 32208 Percent 50.8% 49.2% Peak 4:15 4:30 4:15 Volume 2190 2115 4303 Peak Factor 0.988 0.977 0.982 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Meridian Rd b I-84 IC & Waltman- Central VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Meridian Rd between I-84 IC and Waltman-Central Meridian, Idaho 5 4/1/2021 Southbound Northbound Time Total 12:00 AM 47 40 87 12:15 34 32 66 12:30 20 36 56 12:45 21 22 43 1:00 18 18 36 1:15 15 17 32 1:30 14 16 30 1:45 18 16 34 2:00 * * 0 2:15 * * 0 2:30 * * 0 2:45 * * 0 3:00 * * 0 3:15 * * 0 3:30 * * 0 3:45 * * 0 4:00 * * 0 4:15 * * 0 4:30 * * 0 4:45 * * 0 5:00 * * 0 5:15 * * 0 5:30 * * 0 5:45 * * 0 6:00 * * 0 6:15 * * 0 6:30 * * 0 6:45 * * 0 7:00 * * 0 7:15 * * 0 7:30 * * 0 7:45 * * 0 8:00 * * 0 8:15 * * 0 8:30 * * 0 8:45 * * 0 9:00 * * 0 9:15 * * 0 9:30 * * 0 9:45 * * 0 10:00 * * 0 10:15 * * 0 10:30 * * 0 10:45 * * 0 11:00 * * 0 11:15 * * 0 11:30 * * 0 11:45 * * 0 Total 187 197 384 Percent 48.7% 51.3% Peak 12:00 AM 12:00 AM 12:00 AM Volume 122 130 252 Peak Factor 0.649 0.813 0.724 Grand Total 51158 50840 101998 Percent 50.2% 49.8% AADT ADT: 33,999 AADT: 33,999 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Main St b Gem Ave & Franklin Rd VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Main Street between Gen Ave and Franklin Rd Meridian, Idaho 1 3/30/2021 Northbound Time 12:00 AM * 12:15 * 12:30 * 12:45 * 1:00 * 1:15 * 1:30 * 1:45 * 2:00 24 2:15 9 2:30 16 2:45 16 3:00 6 3:15 10 3:30 16 3:45 14 4:00 16 4:15 20 4:30 31 4:45 44 5:00 35 5:15 38 5:30 88 5:45 129 6:00 88 6:15 159 6:30 199 6:45 268 7:00 320 7:15 334 7:30 348 7:45 381 8:00 338 8:15 318 8:30 298 8:45 372 9:00 271 9:15 318 9:30 287 9:45 314 10:00 320 10:15 320 10:30 313 10:45 333 11:00 362 11:15 350 11:30 396 11:45 388 Total 7907 Peak 11:00 Volume 1496 Peak Factor 0.944 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Main St b Gem Ave & Franklin Rd VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Main Street between Gen Ave and Franklin Rd Meridian, Idaho 2 3/30/2021 Northbound Time 12:00 PM 393 12:15 392 12:30 432 12:45 388 1:00 370 1:15 384 1:30 372 1:45 380 2:00 367 2:15 423 2:30 406 2:45 479 3:00 384 3:15 438 3:30 478 3:45 472 4:00 471 4:15 509 4:30 514 4:45 548 5:00 537 5:15 480 5:30 539 5:45 450 6:00 415 6:15 401 6:30 316 6:45 316 7:00 274 7:15 321 7:30 259 7:45 254 8:00 242 8:15 244 8:30 236 8:45 220 9:00 168 9:15 159 9:30 136 9:45 98 10:00 106 10:15 95 10:30 92 10:45 78 11:00 63 11:15 68 11:30 40 11:45 39 Total 15246 Peak 4:15 Volume 2108 Peak Factor 0.962 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Main St b Gem Ave & Franklin Rd VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Main Street between Gen Ave and Franklin Rd Meridian, Idaho 3 3/31/2021 Northbound Time 12:00 AM 31 12:15 28 12:30 22 12:45 26 1:00 16 1:15 16 1:30 16 1:45 19 2:00 9 2:15 14 2:30 12 2:45 14 3:00 8 3:15 12 3:30 12 3:45 22 4:00 16 4:15 13 4:30 30 4:45 38 5:00 26 5:15 44 5:30 93 5:45 145 6:00 104 6:15 138 6:30 204 6:45 285 7:00 308 7:15 344 7:30 376 7:45 410 8:00 343 8:15 326 8:30 298 8:45 374 9:00 352 9:15 310 9:30 320 9:45 348 10:00 334 10:15 309 10:30 324 10:45 313 11:00 333 11:15 371 11:30 366 11:45 402 Total 8274 Peak 7:15 Volume 1473 Peak Factor 0.898 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Main St b Gem Ave & Franklin Rd VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Main Street between Gen Ave and Franklin Rd Meridian, Idaho 4 3/31/2021 Northbound Time 12:00 PM 407 12:15 376 12:30 418 12:45 394 1:00 426 1:15 403 1:30 396 1:45 380 2:00 380 2:15 372 2:30 440 2:45 376 3:00 410 3:15 470 3:30 502 3:45 473 4:00 439 4:15 516 4:30 534 4:45 576 5:00 550 5:15 558 5:30 504 5:45 488 6:00 386 6:15 390 6:30 436 6:45 337 7:00 316 7:15 288 7:30 291 7:45 258 8:00 216 8:15 267 8:30 215 8:45 230 9:00 216 9:15 188 9:30 148 9:45 124 10:00 103 10:15 78 10:30 86 10:45 81 11:00 70 11:15 58 11:30 42 11:45 40 Total 15652 Peak 4:30 Volume 2218 Peak Factor 0.963 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 Main St b Gem Ave & Franklin Rd VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 Main Street between Gen Ave and Franklin Rd Meridian, Idaho 5 4/1/2021 Northbound Time 12:00 AM 43 12:15 30 12:30 34 12:45 30 1:00 14 1:15 17 1:30 14 1:45 19 2:00 * 2:15 * 2:30 * 2:45 * 3:00 * 3:15 * 3:30 * 3:45 * 4:00 * 4:15 * 4:30 * 4:45 * 5:00 * 5:15 * 5:30 * 5:45 * 6:00 * 6:15 * 6:30 * 6:45 * 7:00 * 7:15 * 7:30 * 7:45 * 8:00 * 8:15 * 8:30 * 8:45 * 9:00 * 9:15 * 9:30 * 9:45 * 10:00 * 10:15 * 10:30 * 10:45 * 11:00 * 11:15 * 11:30 * 11:45 * Total 201 Peak 12:00 AM Volume 137 Peak Factor 0.797 Grand Total 47280 ADT ADT: 15,760 AADT: 15,760 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 SW 5th b Franklin Rd & Penwood St VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 SW 5th between Franklin Rd and Penwood St Meridian, Idaho 1 3/30/2021 Southbound Northbound Time Total 12:00 AM * * 0 12:15 * * 0 12:30 * * 0 12:45 * * 0 1:00 * * 0 1:15 * * 0 1:30 * * 0 1:45 * * 0 2:00 4 2 6 2:15 0 0 0 2:30 0 0 0 2:45 1 0 1 3:00 0 0 0 3:15 0 0 0 3:30 0 0 0 3:45 0 0 0 4:00 0 0 0 4:15 1 2 3 4:30 0 1 1 4:45 2 1 3 5:00 2 2 4 5:15 1 0 1 5:30 2 2 4 5:45 4 3 7 6:00 4 5 9 6:15 1 6 7 6:30 7 7 14 6:45 6 12 18 7:00 8 2 10 7:15 8 12 20 7:30 12 14 26 7:45 21 19 40 8:00 26 30 56 8:15 10 10 20 8:30 12 20 32 8:45 10 18 28 9:00 11 13 24 9:15 11 10 21 9:30 16 12 28 9:45 13 12 25 10:00 16 12 28 10:15 6 22 28 10:30 4 18 22 10:45 8 10 18 11:00 14 14 28 11:15 7 16 23 11:30 16 15 31 11:45 14 16 30 Total 278 338 616 Percent 45.1% 54.9% Peak 7:30 7:45 7:45 Volume 69 79 148 Peak Factor 0.663 0.658 0.661 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 SW 5th b Franklin Rd & Penwood St VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 SW 5th between Franklin Rd and Penwood St Meridian, Idaho 2 3/30/2021 Southbound Northbound Time Total 12:00 PM 24 18 42 12:15 5 13 18 12:30 15 16 31 12:45 20 20 40 1:00 8 16 24 1:15 8 12 20 1:30 12 20 32 1:45 6 10 16 2:00 14 16 30 2:15 16 20 36 2:30 8 19 27 2:45 10 13 23 3:00 8 3 11 3:15 16 18 34 3:30 15 20 35 3:45 18 10 28 4:00 13 20 33 4:15 16 17 33 4:30 12 22 34 4:45 12 20 32 5:00 21 24 45 5:15 19 29 48 5:30 16 42 58 5:45 6 12 18 6:00 10 14 24 6:15 11 8 19 6:30 6 26 32 6:45 10 8 18 7:00 4 10 14 7:15 8 10 18 7:30 2 10 12 7:45 1 7 8 8:00 6 6 12 8:15 9 10 19 8:30 8 10 18 8:45 4 4 8 9:00 2 1 3 9:15 2 4 6 9:30 0 3 3 9:45 3 2 5 10:00 2 1 3 10:15 0 2 2 10:30 4 1 5 10:45 0 0 0 11:00 0 1 1 11:15 0 2 2 11:30 1 1 2 11:45 0 0 0 Total 411 571 982 Percent 41.9% 58.1% Peak 4:45 4:45 4:45 Volume 68 115 183 Peak Factor 0.810 0.685 0.789 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 SW 5th b Franklin Rd & Penwood St VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 SW 5th between Franklin Rd and Penwood St Meridian, Idaho 3 3/31/2021 Southbound Northbound Time Total 12:00 AM 0 0 0 12:15 1 0 1 12:30 0 0 0 12:45 0 0 0 1:00 0 1 1 1:15 2 2 4 1:30 0 0 0 1:45 0 0 0 2:00 1 1 2 2:15 0 0 0 2:30 0 0 0 2:45 0 0 0 3:00 0 0 0 3:15 0 0 0 3:30 1 0 1 3:45 0 0 0 4:00 0 1 1 4:15 0 0 0 4:30 0 0 0 4:45 2 0 2 5:00 2 2 4 5:15 2 1 3 5:30 3 1 4 5:45 4 6 10 6:00 1 1 2 6:15 4 11 15 6:30 6 4 10 6:45 10 7 17 7:00 7 12 19 7:15 14 7 21 7:30 23 13 36 7:45 30 23 53 8:00 18 24 42 8:15 10 20 30 8:30 13 16 29 8:45 26 14 40 9:00 10 20 30 9:15 12 12 24 9:30 8 7 15 9:45 10 14 24 10:00 10 8 18 10:15 9 13 22 10:30 8 20 28 10:45 2 12 14 11:00 9 14 23 11:15 9 14 23 11:30 17 17 34 11:45 10 22 32 Total 294 340 634 Percent 46.4% 53.6% Peak 7:15 7:45 7:30 Volume 85 83 161 Peak Factor 0.708 0.865 0.759 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 SW 5th b Franklin Rd & Penwood St VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 SW 5th between Franklin Rd and Penwood St Meridian, Idaho 4 3/31/2021 Southbound Northbound Time Total 12:00 PM 15 24 39 12:15 18 8 26 12:30 15 15 30 12:45 12 20 32 1:00 18 16 34 1:15 12 16 28 1:30 11 8 19 1:45 12 13 25 2:00 13 17 30 2:15 5 16 21 2:30 4 9 13 2:45 6 20 26 3:00 12 11 23 3:15 15 14 29 3:30 12 14 26 3:45 7 12 19 4:00 12 16 28 4:15 12 12 24 4:30 14 23 37 4:45 15 16 31 5:00 25 40 65 5:15 10 20 30 5:30 16 15 31 5:45 16 15 31 6:00 12 14 26 6:15 7 10 17 6:30 10 10 20 6:45 7 9 16 7:00 6 11 17 7:15 6 7 13 7:30 8 4 12 7:45 4 4 8 8:00 8 16 24 8:15 1 4 5 8:30 4 4 8 8:45 6 2 8 9:00 5 3 8 9:15 0 3 3 9:30 5 4 9 9:45 1 3 4 10:00 2 1 3 10:15 2 3 5 10:30 1 1 2 10:45 1 4 5 11:00 0 0 0 11:15 0 5 5 11:30 0 2 2 11:45 1 0 1 Total 404 514 918 Percent 44.0% 56.0% Peak 5:00 4:30 4:30 Volume 67 99 163 Peak Factor 0.670 0.619 0.627 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993Study: DKS0015 SW 5th b Franklin Rd & Penwood St VOL Type: Volume / Direction Start Date: 3/30/2021 Tech: Judd / Klaren End Date: 4/1/2021 Count: Axle Hits / 2 SW 5th between Franklin Rd and Penwood St Meridian, Idaho 5 4/1/2021 Southbound Northbound Time Total 12:00 AM 0 0 0 12:15 0 1 1 12:30 1 0 1 12:45 0 0 0 1:00 0 0 0 1:15 0 0 0 1:30 0 0 0 1:45 0 0 0 2:00 * * 0 2:15 * * 0 2:30 * * 0 2:45 * * 0 3:00 * * 0 3:15 * * 0 3:30 * * 0 3:45 * * 0 4:00 * * 0 4:15 * * 0 4:30 * * 0 4:45 * * 0 5:00 * * 0 5:15 * * 0 5:30 * * 0 5:45 * * 0 6:00 * * 0 6:15 * * 0 6:30 * * 0 6:45 * * 0 7:00 * * 0 7:15 * * 0 7:30 * * 0 7:45 * * 0 8:00 * * 0 8:15 * * 0 8:30 * * 0 8:45 * * 0 9:00 * * 0 9:15 * * 0 9:30 * * 0 9:45 * * 0 10:00 * * 0 10:15 * * 0 10:30 * * 0 10:45 * * 0 11:00 * * 0 11:15 * * 0 11:30 * * 0 11:45 * * 0 Total 1 1 2 Percent 50.0% 50.0% Peak 12:00 AM 12:00 AM 12:00 AM Volume 1 1 2 Peak Factor 0.250 0.250 0.500 Grand Total 1388 1764 3152 Percent 44.0% 56.0% AADT ADT: 1,051 AADT: 1,051 MERIDIAN IC COMMERCIAL TIS 2 APPENDIX B. COMPASS MODEL RESULTS Northwest Meridian Interchange Commercial Proposed Development The following summarizes the results of an area of influence model run for a proposed development located southwest of Waltman Lane and Meridian Road. The proposed development will consist of 164,500 square feet of retail space, 4,200 square feet for fast-food and 172,780 square feet of office with an anticipate build out by 2025. See figure 1. Figure 1 Table 1 provides the existing demographics for TAZ 1025 and the proposed development’s demographics used for the area of influence model run. Table 1 2020 2025 with proposal* 2040 HH Jobs HH Jobs HH Jobs TAZ 1025 3 1 0 690 3 450 Surrounding TAZs 409 429 831 529 456 729 Total 412 430 831 1,219 459 1179 *Includes Tanner Creek proposal (128 single-family and 272 multi-family units in TAZ 1024) Figure 2: area of influence results for the proposed development Figures 3 and 4: peak hour results Figure 5: surrounding TAZs and demographics Figures 6, 7 and 8: compounded annual growth rates Figure 2: Area of Influence, Peak hour demand contribution to the total peak hour demand Figure 3: Peak Hour Demand with Proposed Development Figure 4: Peak Hour Demand without Proposed Development Figure 5: Surrounding Area TAZs Figure 6: 2020 to 2025 Compounded Annual Growth Rate Figure 7: 2025 to 2030 Compounded Annual Growth Rate Figure 8: 2030 to 2040 Compounded Annual Growth Rate MERIDIAN IC COMMERCIAL TIS 3 APPENDIX C. SITE PLAN EVEVdrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive updrive upEVEVLOT 1±9.32 ACRETAIL 1142,054 S.F.WALTMAN LANEMERIDIAN ROAD MERIDIAN ROADI-84 WESTBOUND ON-RAMPLOT 2±3.48 AC (GROSS)(SCA ±1.29 AC)±2.19 AC (NET)43,725 SFLOT 4±1.66 ACPAD 1LOT 5±0.84 ACPAD 2LOT 6±0.90 ACPAD 3LOT 8±6.56 AC (GROSS)(SCA ±0.33 AC)±6.23 AC (NET)RETAIL 4LOT 9±6.31 AC (GROSS)(SCA ±0.43 AC)±5.88 AC (NET)OFFICECITY OF MERIDIANADA COUNTYCITY OF MERIDIANADA COUNTYPLAZA AREA / OPEN SPACE WITHGAZEBO & BENCHESPLAZA AREA /OPEN SPACE WITHGAZEBO & BENCHESLOT 3±1.05 ACRETAIL 2LOT 7±0.85 ACRETAIL 3PROJECT:DATE:NO.ITEM DATE REVISIONSSHEET NO.CHECKED BY:DRAWN BY:DESIGN BY:5725 NORTH DISCOVERY WAYBOISE, IDAHO 83713PHONE (208) 639-6939kmengllp.comI-84 / MERIDIAN ROAD - CONCEPTUAL SITE PLAN MERIDIAN, IDAHO C1.020-17601/07/2022KSKJJTA C:\KM ENGINEERING\KM GENERAL - DOCUMENTS\REMOTE WORK\PROJECT\20-176\CAD\EXHIBITS\SITE PLAN\20-176 SITE PLAN.DWG, JOSHUA JANTZ, 1/7/2022, AUTOCAD PDF (HIGH QUALITY PRINT).PC3, ---- VICINITY MAPBuildingRetail 1142,0541/50028443,725 Bldg.43,7251/50087Retail 210,8001/50022Pad 15,6601/25023Pad 24,0581/25016Pad 33,4441/25014123456PROJECT BREAKDOWNPHASE 1 SUB-TOTAL~220,541~467LOT #Building (SF)Parking Ratio(City Code)ParkingReq'd4879930622117756ParkingProvided±9.32±3.48±1.05±1.66±0.84±0.90±18.10LotAcreageBuildingRetail 480,5001/500161Office80,0001/50016089LOT #Building (SF)Parking Ratio(City Code)ParkingReq'd240435ParkingProvided±6.56±6.30LotAcreageSUB-TOTAL~160,500~321675±12.86PHASE 2 TOTAL~381,041~7881,431±30.96PROJECTLOCATIONPROJECT SUMMARYCity Code Requirements Commercial:One (1) space for every five hundred (500) square feet of gross floor area. (11-3C-6) Restaurants:One (1) space for every two hundred fifty (250) square feet of gross floor area. (11-4-3-49)PROJECT TEAMLEGENDI-84 / MERIDIAN ROAD - CONCEPTUAL SITE PLAN050100150Scale: 1" = 50'Retail 310,8001/50022740±0.85 MERIDIAN IC COMMERCIAL TIS 4 APPENDIX D. ANALYSIS WORKSHEETS - EXISTING HCM 6th TWSC 1: SW 5th St & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1094 72 34 655 23 32 Future Vol, veh/h 1094 72 34 655 23 32 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 72 72 58 58 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1189 78 47 910 40 55 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1268 0 1778 635 Stage 1 - - - - 1229 - Stage 2 - - - - 549 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 544 - 74 421 Stage 1 - - - - 239 - Stage 2 - - - - 542 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 543 - 67 421 Mov Cap-2 Maneuver - - - - 210 - Stage 1 - - - - 239 - Stage 2 - - - - 495 - Approach EB WB NB HCM Control Delay, s 0 0.6 22.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 296 - - 543 - HCM Lane V/C Ratio 0.32 - - 0.087 - HCM Control Delay (s) 22.8 - - 12.3 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 1.3 - - 0.3 - Queues 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 2 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1153 207 592 259 1097 77 v/c Ratio 0.81 0.64 0.31 0.47 0.72 0.14 Control Delay 38.8 69.5 15.6 40.1 44.1 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.8 69.5 15.6 40.1 44.1 7.1 Queue Length 50th (ft) 470 94 143 183 313 0 Queue Length 95th (ft) 595 132 178 268 368 36 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1432 404 1897 574 1596 557 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.81 0.51 0.31 0.45 0.69 0.14 Intersection Summary HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 774 344 184 527 0 0 0 0 233 987 69 Future Volume (vph) 0 774 344 184 527 0 0 0 0 233 987 69 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3198 3144 3241 1676 4657 1478 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3198 3144 3241 1676 4657 1478 Peak-hour factor, PHF 0.97 0.97 0.97 0.89 0.89 0.89 0.92 0.92 0.92 0.90 0.90 0.90 Adj. Flow (vph) 0 798 355 207 592 0 0 0 0 259 1097 77 RTOR Reduction (vph) 0 25 0 0 0 0 0 0 0 0 0 52 Lane Group Flow (vph) 0 1128 0 207 592 0 0 0 0 259 1097 25 Confl. Peds. (#/hr) 2 2 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 61.6 14.4 82.0 46.0 46.0 46.0 Effective Green, g (s) 61.6 14.4 82.0 46.0 46.0 46.0 Actuated g/C Ratio 0.44 0.10 0.59 0.33 0.33 0.33 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1407 323 1898 550 1530 485 v/s Ratio Prot c0.35 c0.07 0.18 c0.24 v/s Ratio Perm 0.15 0.02 v/c Ratio 0.80 0.64 0.31 0.47 0.72 0.05 Uniform Delay, d1 33.9 60.3 14.7 37.3 41.3 32.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.3 4.3 0.4 0.2 1.4 0.0 Delay (s) 37.2 64.6 15.1 37.6 42.6 32.1 Level of Service D E B D D C Approach Delay (s) 37.2 28.0 0.0 41.2 Approach LOS D C A D Intersection Summary HCM 2000 Control Delay 36.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 774 344 184 527 0 0 0 0 233 987 69 Future Volume (veh/h) 0 774 344 184 527 0 0 0 0 233 987 69 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 798 355 207 592 0 259 1097 77 Peak Hour Factor 0.97 0.97 0.97 0.89 0.89 0.89 0.90 0.90 0.90 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 1121 497 261 2077 0 502 1439 446 Arrive On Green 0.00 0.49 0.49 0.08 0.62 0.00 0.30 0.30 0.30 Sat Flow, veh/h 0 2356 1006 3274 3455 0 1688 4837 1499 Grp Volume(v), veh/h 0 592 561 207 592 0 259 1097 77 Grp Sat Flow(s),veh/h/ln 0 1683 1591 1637 1683 0 1688 1612 1499 Q Serve(g_s), s 0.0 38.4 38.6 8.7 11.4 0.0 17.8 28.8 5.3 Cycle Q Clear(g_c), s 0.0 38.4 38.6 8.7 11.4 0.0 17.8 28.8 5.3 Prop In Lane 0.00 0.63 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 832 786 261 2077 0 502 1439 446 V/C Ratio(X) 0.00 0.71 0.71 0.79 0.29 0.00 0.52 0.76 0.17 Avail Cap(c_a), veh/h 0 832 786 421 2077 0 579 1659 514 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.87 0.87 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 27.6 27.7 63.3 12.5 0.0 40.8 44.7 36.4 Incr Delay (d2), s/veh 0.0 2.7 2.9 4.7 0.3 0.0 0.3 1.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 15.5 14.8 3.8 4.2 0.0 7.5 11.6 5.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 30.3 30.6 68.0 12.8 0.0 41.1 46.2 36.5 LnGrp LOS A C C E B A D D D Approach Vol, veh/h 1153 799 1433 Approach Delay, s/veh 30.4 27.1 44.7 Approach LOS C C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 92.4 47.6 17.2 75.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 48.0 18.0 56.0 Max Q Clear Time (g_c+I1), s 13.4 30.8 10.7 40.6 Green Ext Time (p_c), s 10.4 10.8 0.5 10.4 Intersection Summary HCM 6th Ctrl Delay 35.7 HCM 6th LOS D Queues 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 5 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 91 946 562 253 791 448 v/c Ratio 0.33 0.80 0.56 0.32 0.32 0.53 Control Delay 34.4 44.1 46.4 17.4 16.1 17.6 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 Total Delay 34.4 44.2 46.4 17.4 16.1 17.6 Queue Length 50th (ft) 58 414 161 138 144 204 Queue Length 95th (ft) 101 501 209 206 174 298 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 429 2225 1881 945 2978 1008 Starvation Cap Reductn 0 222 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.21 0.47 0.30 0.27 0.27 0.44 Intersection Summary HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 880 0 0 465 69 256 694 408 0 0 0 Future Volume (vph) 85 880 0 0 465 69 256 694 408 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4566 1442 4545 1500 Flt Permitted 0.33 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 576 3353 4566 1442 4545 1500 Peak-hour factor, PHF 0.93 0.93 0.93 0.95 0.95 0.95 0.91 0.91 0.91 0.94 0.94 0.94 Adj. Flow (vph) 91 946 0 0 489 73 281 763 448 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 0 33 0 0 0 Lane Group Flow (vph) 91 946 0 0 550 0 253 791 415 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 39.0 45.0 27.8 69.5 69.5 69.5 Effective Green, g (s) 39.0 45.0 27.8 69.5 69.5 69.5 Actuated g/C Ratio 0.31 0.36 0.22 0.55 0.55 0.55 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 274 1192 1003 792 2497 824 v/s Ratio Prot 0.03 c0.28 0.12 0.18 0.17 v/s Ratio Perm 0.07 c0.28 v/c Ratio 0.33 0.79 0.55 0.32 0.32 0.50 Uniform Delay, d1 32.2 36.6 43.8 15.6 15.5 17.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 3.7 0.6 0.3 0.1 0.7 Delay (s) 32.5 40.3 44.4 15.9 15.6 18.4 Level of Service C D D B B B Approach Delay (s) 39.6 44.4 16.5 0.0 Approach LOS D D B A Intersection Summary HCM 2000 Control Delay 29.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 126.5 Sum of lost time (s) 18.0 Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 7 HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes. Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 8 Lane Group EBL EBR WBL WBR NBT NBR SBL SBT SBR Lane Group Flow (vph) 5 3 197 90 1629 301 77 1716 4 v/c Ratio 0.03 0.01 0.64 0.23 0.58 0.27 0.57 0.49 0.00 Control Delay 64.0 0.0 70.2 1.3 23.6 5.3 59.7 20.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.0 0.0 70.2 1.3 23.6 5.3 59.7 20.5 0.0 Queue Length 50th (ft) 2 0 90 0 328 40 63 395 0 Queue Length 95th (ft) 4 0 111 0 576 m93 m103 492 m0 Internal Link Dist (ft) 1469 156 Turn Bay Length (ft) 219 159 272 58 373 158 164 Base Capacity (vph) 197 319 583 500 2788 1110 163 3523 1152 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.01 0.34 0.18 0.58 0.27 0.47 0.49 0.00 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 2 0 1 156 0 71 0 1531 283 5 60 1459 Future Volume (vph) 2 0 1 156 0 71 0 1531 283 5 60 1459 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 10.0 10.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 0.97 1.00 0.91 1.00 1.00 0.91 Frt 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1700 3144 1450 4818 1700 1676 4818 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1700 3144 1450 4818 1700 1676 4818 Peak-hour factor, PHF 0.40 0.40 0.40 0.79 0.79 0.79 0.94 0.94 0.94 0.85 0.85 0.85 Adj. Flow (vph) 5 0 2 197 0 90 0 1629 301 6 71 1716 RTOR Reduction (vph) 0 0 3 0 0 81 0 0 142 0 0 0 Lane Group Flow (vph) 5 0 0 197 0 9 0 1629 159 0 77 1716 Turn Type Split Perm Split Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 2.8 2.8 13.7 13.7 74.1 74.1 11.4 95.5 Effective Green, g (s) 2.8 2.8 13.7 13.7 74.1 74.1 11.4 95.5 Actuated g/C Ratio 0.02 0.02 0.10 0.10 0.53 0.53 0.08 0.68 Clearance Time (s) 11.5 11.5 10.0 10.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 65 34 307 141 2550 899 136 3286 v/s Ratio Prot c0.00 c0.06 c0.34 0.05 c0.36 v/s Ratio Perm 0.00 0.01 0.09 v/c Ratio 0.08 0.00 0.64 0.06 0.64 0.18 0.57 0.52 Uniform Delay, d1 67.3 67.2 60.8 57.3 23.4 17.1 61.9 11.0 Progression Factor 1.00 1.00 1.00 1.00 1.07 2.01 0.77 2.13 Incremental Delay, d2 0.4 0.0 4.0 0.1 0.9 0.3 3.3 0.5 Delay (s) 67.7 67.2 64.8 57.5 25.9 34.8 51.0 23.9 Level of Service E E E E C C D C Approach Delay (s) 67.5 62.5 27.3 25.0 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay 28.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 10 Movement SBR Lane Configurations Traffic Volume (vph) 3 Future Volume (vph) 3 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.85 Adj. Flow (vph) 4 RTOR Reduction (vph) 1 Lane Group Flow (vph) 3 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 95.5 Effective Green, g (s) 95.5 Actuated g/C Ratio 0.68 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 1023 v/s Ratio Prot v/s Ratio Perm 0.00 v/c Ratio 0.00 Uniform Delay, d1 7.1 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 7.1 Level of Service A Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 11 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 12 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 491 840 960 770 462 372 625 431 499 621 v/c Ratio 0.76 0.58 0.64 0.92 0.27 0.25 0.92 0.32 0.73 0.59 Control Delay 78.4 63.0 8.9 49.8 21.6 0.4 73.0 21.3 58.4 29.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.4 63.0 8.9 49.8 21.6 0.4 73.0 21.3 58.4 29.6 Queue Length 50th (ft) 243 294 588 367 141 0 285 126 217 198 Queue Length 95th (ft) m258 m309 m624 421 93 0 #372 165 231 207 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1441 1500 905 1724 1500 720 1327 720 1047 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.58 0.64 0.85 0.27 0.25 0.87 0.32 0.69 0.59 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 13 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 427 731 835 708 425 342 556 384 384 478 Future Volume (vph) 427 731 835 708 425 342 556 384 384 478 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 10.5 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.87 0.87 0.87 0.92 0.92 0.92 0.89 0.89 0.77 0.77 Adj. Flow (vph) 491 840 960 770 462 372 625 431 499 621 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 103 Lane Group Flow (vph) 491 840 960 770 462 372 625 431 499 518 Turn Type Prot NA Free Prot NA Free Prot custom Prot Perm Protected Phases 3 8 7 4 1 3 5 Permitted Phases Free Free 1 4 Actuated Green, G (s) 28.0 41.9 140.0 36.2 50.1 140.0 29.4 57.4 29.4 50.1 Effective Green, g (s) 28.0 41.9 140.0 36.2 50.1 140.0 29.4 57.4 29.4 50.1 Actuated g/C Ratio 0.20 0.30 1.00 0.26 0.36 1.00 0.21 0.41 0.21 0.36 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 10.5 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1441 1500 840 1724 1500 682 1252 682 944 v/s Ratio Prot 0.15 0.17 c0.24 0.10 0.19 0.07 0.15 v/s Ratio Perm c0.64 0.25 0.09 0.20 v/c Ratio 0.76 0.58 0.64 0.92 0.27 0.25 0.92 0.34 0.73 0.55 Uniform Delay, d1 52.8 41.6 0.0 50.4 31.9 0.0 54.1 28.4 51.6 35.9 Progression Factor 1.41 1.46 1.00 0.69 0.66 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.8 0.7 0.8 13.1 0.3 0.4 16.8 0.1 3.5 2.3 Delay (s) 76.3 61.4 0.8 47.8 21.3 0.4 70.9 28.4 55.1 38.2 Level of Service E E A D C A E C E D Approach Delay (s) 39.2 29.2 Approach LOS D C Intersection Summary HCM 2000 Control Delay 40.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 14 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 510 704 74 105 161 263 63 1549 407 434 847 275 v/c Ratio 1.14 0.84 0.16 0.52 0.28 0.45 0.23 0.92 0.57 0.87 0.54 0.32 Control Delay 137.7 59.1 2.1 71.9 49.5 25.8 18.5 53.1 13.0 76.3 42.5 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 137.7 59.1 2.1 71.9 49.5 25.8 18.5 53.1 13.0 76.3 42.5 14.3 Queue Length 50th (ft) ~277 314 0 48 65 127 27 499 71 214 307 70 Queue Length 95th (ft) #392 393 9 76 94 198 54 #597 181 #271 342 84 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 856 469 359 694 591 362 1691 720 501 1577 850 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.14 0.82 0.16 0.29 0.23 0.45 0.17 0.92 0.57 0.87 0.54 0.32 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 459 634 67 91 140 229 59 1456 383 343 669 217 Future Volume (vph) 459 634 67 91 140 229 59 1456 383 343 669 217 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.24 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 417 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.87 0.87 0.87 0.94 0.94 0.94 0.79 0.79 0.79 Adj. Flow (vph) 510 704 74 105 161 263 63 1549 407 434 847 275 RTOR Reduction (vph) 0 0 55 0 0 47 0 0 194 0 0 148 Lane Group Flow (vph) 510 704 19 105 161 216 63 1549 213 434 847 127 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 20.0 36.2 36.2 9.1 25.3 46.9 70.7 49.1 49.1 21.6 64.6 64.6 Effective Green, g (s) 20.0 36.2 36.2 9.1 25.3 46.9 70.7 49.1 49.1 21.6 64.6 64.6 Actuated g/C Ratio 0.14 0.26 0.26 0.06 0.18 0.33 0.51 0.35 0.35 0.15 0.46 0.46 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 449 838 374 204 585 547 265 1689 526 501 1547 692 v/s Ratio Prot c0.16 c0.22 0.03 0.05 0.06 0.01 c0.32 c0.13 0.25 v/s Ratio Perm 0.01 0.09 0.11 0.14 0.08 v/c Ratio 1.14 0.84 0.05 0.51 0.28 0.40 0.24 0.92 0.40 0.87 0.55 0.18 Uniform Delay, d1 60.0 49.2 39.0 63.3 49.4 35.7 19.2 43.5 34.4 57.8 27.2 22.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.45 4.45 Incremental Delay, d2 85.2 7.3 0.0 0.9 0.2 0.3 0.2 9.4 2.3 13.7 1.3 0.5 Delay (s) 145.2 56.5 39.0 64.2 49.6 36.0 19.4 52.9 36.7 73.2 40.8 99.2 Level of Service F E D E D D B D D E D F Approach Delay (s) 90.6 45.8 48.6 60.2 Approach LOS F D D E Intersection Summary HCM 2000 Control Delay 61.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 459 634 67 91 140 229 59 1456 383 343 669 217 Future Volume (veh/h) 459 634 67 91 140 229 59 1456 383 343 669 217 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 510 704 74 105 161 263 63 1549 407 434 847 275 Peak Hour Factor 0.90 0.90 0.90 0.87 0.87 0.87 0.94 0.94 0.94 0.79 0.79 0.79 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 468 907 405 151 581 452 338 1860 577 421 1617 721 Arrive On Green 0.14 0.27 0.27 0.05 0.17 0.17 0.03 0.38 0.38 0.26 0.96 0.96 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 510 704 74 105 161 263 63 1549 407 434 847 275 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 20.0 27.0 5.3 4.4 5.8 20.8 2.6 40.6 32.0 18.0 2.8 1.6 Cycle Q Clear(g_c), s 20.0 27.0 5.3 4.4 5.8 20.8 2.6 40.6 32.0 18.0 2.8 1.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 468 907 405 151 581 452 338 1860 577 421 1617 721 V/C Ratio(X) 1.09 0.78 0.18 0.70 0.28 0.58 0.19 0.83 0.70 1.03 0.52 0.38 Avail Cap(c_a), veh/h 468 907 405 374 721 515 463 1860 577 421 1617 721 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 60.0 47.2 39.3 65.8 50.3 41.4 17.3 39.0 36.4 52.0 1.5 1.5 Incr Delay (d2), s/veh 68.3 3.9 0.1 2.2 0.2 1.0 0.1 4.5 7.1 49.6 1.1 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.6 11.6 2.0 1.9 2.5 7.8 1.0 16.6 12.8 9.3 0.8 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 128.3 51.1 39.4 68.0 50.5 42.4 17.4 43.6 43.5 101.6 2.6 2.8 LnGrp LOS F D D E D D B D D F A A Approach Vol, veh/h 1288 529 2019 1556 Approach Delay, s/veh 81.0 49.9 42.7 30.2 Approach LOS F D D C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 26.0 30.2 10.6 73.3 12.5 43.7 24.0 59.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 22.0 22.8 4.6 4.8 6.4 29.0 20.0 42.6 Green Ext Time (p_c), s 0.0 1.4 0.1 23.1 0.1 2.7 0.0 5.3 Intersection Summary HCM 6th Ctrl Delay 49.0 HCM 6th LOS D HCM 6th TWSC 7: Corporate Drive & SW 5th St 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Synchro 9 Report Page 18 Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 1 1 62 13 1 Future Vol, veh/h 4 1 1 62 13 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 42 42 75 75 50 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 2 1 83 26 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 84 0 - 0 65 43 Stage 1 - - - - 43 - Stage 2 - - - - 22 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1513 - - - 941 1027 Stage 1 - - - - 979 - Stage 2 - - - - 1001 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1513 - - - 934 1027 Mov Cap-2 Maneuver - - - - 934 - Stage 1 - - - - 972 - Stage 2 - - - - 1001 - Approach EB WB SB HCM Control Delay, s 5.9 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1513 - - - 940 HCM Lane V/C Ratio 0.006 - - - 0.03 HCM Control Delay (s) 7.4 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 1: SW 5th St & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 905 33 22 1312 73 77 Future Vol, veh/h 905 33 22 1312 73 77 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 79 79 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 984 36 24 1442 92 97 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1021 0 1772 511 Stage 1 - - - - 1003 - Stage 2 - - - - 769 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 675 - ~ 74 508 Stage 1 - - - - 315 - Stage 2 - - - - 418 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 674 - ~ 71 508 Mov Cap-2 Maneuver - - - - 244 - Stage 1 - - - - 315 - Stage 2 - - - - 403 - Approach EB WB NB HCM Control Delay, s 0 0.2 29.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 333 - - 674 - HCM Lane V/C Ratio 0.57 - - 0.036 - HCM Control Delay (s) 29.2 - - 10.5 - HCM Lane LOS D - - B - HCM 95th %tile Q(veh) 3.4 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Queues 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 2 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1059 372 1209 162 1269 162 v/c Ratio 0.93 0.78 0.68 0.26 0.73 0.27 Control Delay 60.5 72.1 27.7 33.2 42.9 19.8 Queue Delay 0.0 0.0 12.2 0.0 0.0 0.0 Total Delay 60.5 72.1 39.9 33.2 42.9 19.8 Queue Length 50th (ft) 522 182 451 107 381 62 Queue Length 95th (ft) #734 230 534 167 438 121 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1133 607 1766 648 1800 612 Starvation Cap Reductn 0 0 550 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.93 0.61 0.99 0.25 0.70 0.26 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 617 399 353 1149 0 0 0 0 152 1193 152 Future Volume (vph) 0 617 399 353 1149 0 0 0 0 152 1193 152 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3155 3144 3241 1676 4657 1480 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3155 3144 3241 1676 4657 1480 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.97 0.97 0.97 0.94 0.94 0.94 Adj. Flow (vph) 0 643 416 372 1209 0 0 0 0 162 1269 162 RTOR Reduction (vph) 0 23 0 0 0 0 0 0 0 0 0 41 Lane Group Flow (vph) 0 1036 0 372 1209 0 0 0 0 162 1269 121 Confl. Peds. (#/hr) 1 1 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 52.8 22.9 81.7 56.3 56.3 56.3 Effective Green, g (s) 52.8 22.9 81.7 56.3 56.3 56.3 Actuated g/C Ratio 0.35 0.15 0.54 0.38 0.38 0.38 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1110 479 1765 629 1747 555 v/s Ratio Prot c0.33 0.12 c0.37 c0.27 v/s Ratio Perm 0.10 0.08 v/c Ratio 0.93 0.78 0.68 0.26 0.73 0.22 Uniform Delay, d1 46.9 61.1 24.8 32.4 40.2 31.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.8 7.7 2.2 0.1 1.3 0.1 Delay (s) 60.7 68.8 27.0 32.5 41.5 32.0 Level of Service E E C C D C Approach Delay (s) 60.7 36.8 0.0 39.6 Approach LOS E D A D Intersection Summary HCM 2000 Control Delay 43.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 81.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 617 399 353 1149 0 0 0 0 152 1193 152 Future Volume (veh/h) 0 617 399 353 1149 0 0 0 0 152 1193 152 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 643 416 372 1209 0 162 1269 162 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 797 515 435 1951 0 574 1646 511 Arrive On Green 0.00 0.41 0.41 0.13 0.58 0.00 0.34 0.34 0.34 Sat Flow, veh/h 0 2049 1267 3274 3455 0 1688 4837 1500 Grp Volume(v), veh/h 0 552 507 372 1209 0 162 1269 162 Grp Sat Flow(s),veh/h/ln 0 1683 1544 1637 1683 0 1688 1612 1500 Q Serve(g_s), s 0.0 43.4 43.5 16.7 35.3 0.0 10.5 35.2 12.0 Cycle Q Clear(g_c), s 0.0 43.4 43.5 16.7 35.3 0.0 10.5 35.2 12.0 Prop In Lane 0.00 0.82 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 685 628 435 1951 0 574 1646 511 V/C Ratio(X) 0.00 0.81 0.81 0.86 0.62 0.00 0.28 0.77 0.32 Avail Cap(c_a), veh/h 0 685 628 633 1951 0 653 1870 580 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.42 0.42 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 39.3 39.3 63.6 20.7 0.0 36.1 44.2 36.6 Incr Delay (d2), s/veh 0.0 6.8 7.5 3.5 0.6 0.0 0.1 1.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 18.9 17.4 7.1 13.6 0.0 4.4 14.2 11.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 46.1 46.7 67.1 21.3 0.0 36.2 45.7 36.7 LnGrp LOS A D D E C A D D D Approach Vol, veh/h 1059 1581 1593 Approach Delay, s/veh 46.4 32.1 43.8 Approach LOS D C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 92.9 57.1 25.9 67.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 58.0 29.0 45.0 Max Q Clear Time (g_c+I1), s 37.3 37.2 18.7 45.5 Green Ext Time (p_c), s 24.1 13.9 1.2 0.0 Intersection Summary HCM 6th Ctrl Delay 40.1 HCM 6th LOS D Queues 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 5 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 149 787 1288 464 1532 271 v/c Ratio 0.76 0.54 0.91 0.66 0.69 0.34 Control Delay 62.7 35.4 64.4 37.5 34.4 15.6 Queue Delay 0.0 0.9 0.0 0.0 0.0 0.0 Total Delay 62.7 36.3 64.4 37.5 34.4 15.6 Queue Length 50th (ft) 108 323 479 423 475 94 Queue Length 95th (ft) 168 346 #610 631 585 177 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 296 1665 1411 707 2229 795 Starvation Cap Reductn 0 554 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.50 0.71 0.91 0.66 0.69 0.34 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 124 653 0 0 1013 159 485 1391 255 0 0 0 Future Volume (vph) 124 653 0 0 1013 159 485 1391 255 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4562 1442 4545 1500 Flt Permitted 0.08 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 141 3353 4562 1442 4545 1500 Peak-hour factor, PHF 0.83 0.83 0.83 0.91 0.91 0.91 0.94 0.94 0.94 0.98 0.98 0.98 Adj. Flow (vph) 149 787 0 0 1113 175 516 1480 271 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 0 60 0 0 0 Lane Group Flow (vph) 149 787 0 0 1276 0 464 1532 211 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 65.1 71.1 50.0 80.1 80.1 80.1 Effective Green, g (s) 65.1 71.1 50.0 80.1 80.1 80.1 Actuated g/C Ratio 0.40 0.44 0.31 0.49 0.49 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 198 1460 1397 707 2230 736 v/s Ratio Prot c0.07 0.23 c0.28 0.32 c0.34 v/s Ratio Perm 0.23 0.14 v/c Ratio 0.75 0.54 0.91 0.66 0.69 0.29 Uniform Delay, d1 39.5 34.0 54.5 31.2 31.9 24.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.3 0.4 9.4 2.4 1.0 0.3 Delay (s) 52.8 34.3 63.9 33.7 32.9 24.9 Level of Service D C E C C C Approach Delay (s) 37.3 63.9 32.1 0.0 Approach LOS D E C A Intersection Summary HCM 2000 Control Delay 42.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 163.2 Sum of lost time (s) 18.0 Intersection Capacity Utilization 81.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 7 HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes. Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 9 2 9 519 3 187 8 1885 335 174 1918 4 v/c Ratio 0.06 0.03 0.04 0.88 0.01 0.44 0.13 0.89 0.37 0.85 0.66 0.00 Control Delay 69.4 69.0 0.4 75.4 48.7 10.0 83.0 33.9 5.6 93.9 15.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.4 69.0 0.4 75.4 48.7 10.0 83.0 33.9 5.6 93.9 15.5 0.0 Queue Length 50th (ft) 4 2 0 254 2 0 6 ~747 77 173 273 0 Queue Length 95th (ft) 8 7 0 #338 12 69 m14 #832 110 m#257 419 m0 Internal Link Dist (ft) 694 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 607 329 427 129 2111 910 223 2926 964 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.02 0.04 0.86 0.01 0.44 0.06 0.89 0.37 0.78 0.66 0.00 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 5 1 5 472 3 170 8 1810 322 12 148 1765 Future Volume (vph) 5 1 5 472 3 170 8 1810 322 12 148 1765 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.54 0.54 0.54 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 9 2 9 519 3 187 8 1885 335 13 161 1918 RTOR Reduction (vph) 0 0 9 0 0 152 0 0 174 0 0 0 Lane Group Flow (vph) 9 2 0 519 3 35 8 1885 161 0 174 1918 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 4.2 4.2 4.2 28.3 28.3 28.3 1.4 61.2 61.2 18.3 80.1 Effective Green, g (s) 4.2 4.2 4.2 28.3 28.3 28.3 1.4 61.2 61.2 18.3 80.1 Actuated g/C Ratio 0.03 0.03 0.03 0.19 0.19 0.19 0.01 0.41 0.41 0.12 0.53 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 91 47 47 593 321 269 15 1965 693 204 2572 v/s Ratio Prot c0.00 0.00 c0.17 0.00 0.00 c0.39 c0.10 c0.40 v/s Ratio Perm 0.00 0.02 0.09 v/c Ratio 0.10 0.04 0.01 0.88 0.01 0.13 0.53 0.96 0.23 0.85 0.75 Uniform Delay, d1 71.1 70.9 70.9 59.1 49.5 50.6 74.0 43.2 29.0 64.5 27.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.13 0.67 0.84 1.08 0.67 Incremental Delay, d2 0.3 0.3 0.0 13.5 0.0 0.2 14.8 11.5 0.7 20.0 1.4 Delay (s) 71.4 71.2 70.9 72.6 49.5 50.8 98.7 40.5 25.1 89.9 19.5 Level of Service E E E E D D F D C F B Approach Delay (s) 71.2 66.8 38.4 25.4 Approach LOS E E D C Intersection Summary HCM 2000 Control Delay 37.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 95.3% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 10 Movement SBR Lane Configurations Traffic Volume (vph) 4 Future Volume (vph) 4 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 4 RTOR Reduction (vph) 2 Lane Group Flow (vph) 2 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 80.1 Effective Green, g (s) 80.1 Actuated g/C Ratio 0.53 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 781 v/s Ratio Prot v/s Ratio Perm 0.00 v/c Ratio 0.00 Uniform Delay, d1 16.3 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 16.3 Level of Service B Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 11 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 12 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 480 845 648 698 1138 713 426 558 1021 862 v/c Ratio 0.76 0.58 0.43 1.11 0.78 0.48 0.46 0.37 1.10 0.56 Control Delay 60.1 42.8 1.3 114.4 40.6 0.8 45.8 18.8 108.2 18.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.1 42.8 1.3 114.4 40.6 0.8 45.8 18.8 108.2 18.6 Queue Length 50th (ft) 236 282 19 ~395 338 0 177 164 ~580 248 Queue Length 95th (ft) m282 m318 m12 #485 389 0 227 207 #715 314 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 628 1461 1500 932 1496 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.58 0.43 1.11 0.78 0.48 0.46 0.37 1.10 0.56 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 13 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 466 820 629 600 979 613 379 497 970 819 Future Volume (vph) 466 820 629 600 979 613 379 497 970 819 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.86 0.86 0.86 0.89 0.89 0.95 0.95 Adj. Flow (vph) 480 845 648 698 1138 713 426 558 1021 862 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 480 845 648 698 1138 713 426 558 1021 794 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.19 0.30 1.00 0.29 0.48 0.29 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 628 1461 1500 932 1425 932 1267 v/s Ratio Prot c0.15 c0.18 c0.21 0.24 0.13 0.08 c0.31 0.12 v/s Ratio Perm 0.43 0.48 0.14 0.18 v/c Ratio 0.76 0.58 0.43 1.11 0.78 0.48 0.46 0.39 1.10 0.63 Uniform Delay, d1 57.3 44.1 0.0 60.5 47.7 0.0 43.9 25.0 53.5 29.0 Progression Factor 0.93 0.94 1.00 0.88 0.78 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 1.2 0.6 66.1 3.1 0.8 0.1 0.1 59.1 0.7 Delay (s) 57.1 42.6 0.6 119.2 40.4 0.8 44.0 25.0 112.6 29.7 Level of Service E D A F D A D C F C Approach Delay (s) 32.3 50.9 Approach LOS C D Intersection Summary HCM 2000 Control Delay 49.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 14 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 373 389 234 368 682 495 131 1046 184 380 1514 534 v/c Ratio 1.05 0.58 0.48 1.10 1.05 0.81 0.72 0.58 0.27 0.76 1.01 0.64 Control Delay 123.0 57.7 9.2 138.0 106.4 46.4 53.9 39.7 5.4 71.9 49.5 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 123.0 57.7 9.2 138.0 106.4 46.4 53.9 39.7 5.4 71.9 49.5 8.7 Queue Length 50th (ft) ~203 182 0 ~209 ~382 381 77 299 0 175 ~603 55 Queue Length 95th (ft) #272 218 51 #317 #511 520 149 364 54 m193 m#918 m235 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 485 335 648 646 257 1800 675 585 1495 832 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.05 0.58 0.48 1.10 1.05 0.77 0.51 0.58 0.27 0.65 1.01 0.64 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 310 323 194 361 668 485 122 973 171 365 1453 513 Future Volume (vph) 310 323 194 361 668 485 122 973 171 365 1453 513 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 106 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.83 0.83 0.83 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 373 389 234 368 682 495 131 1046 184 380 1514 534 RTOR Reduction (vph) 0 0 186 0 0 42 0 0 115 0 0 163 Lane Group Flow (vph) 373 389 48 368 682 453 131 1046 69 380 1514 371 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 17.0 31.0 31.0 16.0 30.0 52.9 79.0 56.1 56.1 22.9 66.9 66.9 Effective Green, g (s) 17.0 31.0 31.0 16.0 30.0 52.9 79.0 56.1 56.1 22.9 66.9 66.9 Actuated g/C Ratio 0.11 0.21 0.21 0.11 0.20 0.35 0.53 0.37 0.37 0.15 0.45 0.45 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 356 669 299 335 648 569 182 1801 561 496 1495 669 v/s Ratio Prot c0.12 0.12 0.12 c0.21 c0.12 0.06 0.22 0.12 c0.45 v/s Ratio Perm 0.03 0.19 0.32 0.05 0.25 v/c Ratio 1.05 0.58 0.16 1.10 1.05 0.80 0.72 0.58 0.12 0.77 1.01 0.55 Uniform Delay, d1 66.5 53.7 48.8 67.0 60.0 43.7 38.6 37.5 30.8 61.0 41.5 30.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 0.67 0.46 Incremental Delay, d2 60.7 0.8 0.1 78.3 49.9 7.4 10.8 1.4 0.4 3.8 20.5 1.8 Delay (s) 127.2 54.5 48.9 145.3 109.9 51.1 49.4 38.9 31.3 70.1 48.5 16.0 Level of Service F D D F F D D D C E D B Approach Delay (s) 80.4 99.5 38.9 44.7 Approach LOS F F D D Intersection Summary HCM 2000 Control Delay 62.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 98.4% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 310 323 194 361 668 485 122 973 171 365 1453 513 Future Volume (veh/h) 310 323 194 361 668 485 122 973 171 365 1453 513 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 373 389 234 368 682 495 131 1046 184 380 1514 534 Peak Hour Factor 0.83 0.83 0.83 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 696 310 349 673 503 153 1896 589 441 1572 701 Arrive On Green 0.11 0.21 0.21 0.11 0.20 0.20 0.06 0.39 0.39 0.04 0.15 0.15 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 373 389 234 368 682 495 131 1046 184 380 1514 534 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 17.0 15.5 22.0 16.0 30.0 30.0 6.8 25.2 12.7 17.3 67.0 51.1 Cycle Q Clear(g_c), s 17.0 15.5 22.0 16.0 30.0 30.0 6.8 25.2 12.7 17.3 67.0 51.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 696 310 349 673 503 153 1896 589 441 1572 701 V/C Ratio(X) 1.01 0.56 0.75 1.05 1.01 0.98 0.86 0.55 0.31 0.86 0.96 0.76 Avail Cap(c_a), veh/h 371 696 310 349 673 503 266 1896 589 589 1572 701 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.47 0.47 0.47 Uniform Delay (d), s/veh 66.5 53.4 55.9 67.0 60.0 49.5 39.8 35.4 31.6 70.3 62.2 55.5 Incr Delay (d2), s/veh 48.1 0.6 9.0 63.0 37.9 36.1 5.2 1.2 1.4 4.5 9.1 3.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 6.6 9.1 9.7 16.2 23.2 3.0 10.1 4.9 7.9 32.4 21.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 114.6 54.0 64.9 130.0 97.9 85.6 45.0 36.5 33.0 74.8 71.3 59.2 LnGrp LOS F D E F F F D D C E E E Approach Vol, veh/h 996 1545 1361 2428 Approach Delay, s/veh 79.2 101.6 36.9 69.2 Approach LOS E F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 36.0 15.0 76.0 22.0 37.0 26.2 64.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 19.0 32.0 8.8 69.0 18.0 24.0 19.3 27.2 Green Ext Time (p_c), s 0.0 0.0 0.2 0.0 0.0 2.2 0.9 20.2 Intersection Summary HCM 6th Ctrl Delay 71.7 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. HCM 6th TWSC 7: Corporate Drive & SW 5th St 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Synchro 9 Report Page 18 Intersection Int Delay, s/veh 4.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 42 47 1 Future Vol, veh/h 0 0 0 42 47 1 Conflicting Peds, #/hr 2 0 0 2 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 88 88 89 89 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 48 53 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 50 0 - 0 26 26 Stage 1 - - - - 26 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1557 - - - 989 1050 Stage 1 - - - - 997 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1554 - - - 985 1048 Mov Cap-2 Maneuver - - - - 985 - Stage 1 - - - - 995 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1554 - - - 986 HCM Lane V/C Ratio - - - - 0.055 HCM Control Delay (s) 0 - - - 8.9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Shoulder Hour Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 367 507 53 76 116 190 45 1115 294 313 610 197 v/c Ratio 0.87 0.80 0.14 0.43 0.31 0.41 0.10 0.52 0.35 0.74 0.33 0.22 Control Delay 79.6 63.7 0.8 71.2 57.2 25.5 13.1 30.6 4.5 60.9 32.7 13.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.6 63.7 0.8 71.2 57.2 25.5 13.1 30.6 4.5 60.9 32.7 13.5 Queue Length 50th (ft) 169 233 0 35 52 87 15 265 0 154 217 50 Queue Length 95th (ft) #242 282 0 59 75 129 38 370 64 178 238 73 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 790 441 359 694 480 521 2157 834 453 1843 913 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.82 0.64 0.12 0.21 0.17 0.40 0.09 0.52 0.35 0.69 0.33 0.22 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Shoulder Hour Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 330 456 48 66 101 165 42 1048 276 247 482 156 Future Volume (vph) 330 456 48 66 101 165 42 1048 276 247 482 156 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.38 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 665 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.87 0.87 0.87 0.94 0.94 0.94 0.79 0.79 0.79 Adj. Flow (vph) 367 507 53 76 116 190 45 1115 294 313 610 197 RTOR Reduction (vph) 0 0 43 0 0 53 0 0 163 0 0 90 Lane Group Flow (vph) 367 507 10 76 116 137 45 1115 131 313 610 107 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 18.9 27.3 27.3 7.8 16.2 34.5 80.9 62.6 62.6 18.3 75.7 75.7 Effective Green, g (s) 18.9 27.3 27.3 7.8 16.2 34.5 80.9 62.6 62.6 18.3 75.7 75.7 Actuated g/C Ratio 0.13 0.20 0.20 0.06 0.12 0.25 0.58 0.45 0.45 0.13 0.54 0.54 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 424 631 282 175 375 419 421 2154 670 425 1813 811 v/s Ratio Prot c0.12 c0.16 0.02 0.04 0.04 0.00 c0.23 c0.10 0.18 v/s Ratio Perm 0.01 0.05 0.06 0.09 0.07 v/c Ratio 0.87 0.80 0.04 0.43 0.31 0.33 0.11 0.52 0.20 0.74 0.34 0.13 Uniform Delay, d1 59.3 53.8 45.7 64.0 56.8 43.2 13.1 27.8 23.5 58.5 18.0 15.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.87 1.66 4.70 Incremental Delay, d2 16.1 6.9 0.0 0.6 0.3 0.3 0.0 0.9 0.7 5.7 0.5 0.3 Delay (s) 75.4 60.7 45.7 64.6 57.1 43.6 13.1 28.7 24.1 56.7 30.5 75.0 Level of Service E E D E E D B C C E C E Approach Delay (s) 65.7 51.9 27.3 45.6 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 44.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing AM Shoulder Hour Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 330 456 48 66 101 165 42 1048 276 247 482 156 Future Volume (veh/h) 330 456 48 66 101 165 42 1048 276 247 482 156 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 367 507 53 76 116 190 45 1115 294 313 610 197 Peak Hour Factor 0.90 0.90 0.90 0.87 0.87 0.87 0.94 0.94 0.94 0.79 0.79 0.79 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 415 755 337 118 449 364 465 2221 690 358 1814 809 Arrive On Green 0.13 0.22 0.22 0.04 0.13 0.13 0.03 0.46 0.46 0.22 1.00 1.00 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 367 507 53 76 116 190 45 1115 294 313 610 197 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 15.4 19.3 4.0 3.2 4.3 15.4 1.7 22.7 18.4 12.9 0.0 0.0 Cycle Q Clear(g_c), s 15.4 19.3 4.0 3.2 4.3 15.4 1.7 22.7 18.4 12.9 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 415 755 337 118 449 364 465 2221 690 358 1814 809 V/C Ratio(X) 0.89 0.67 0.16 0.65 0.26 0.52 0.10 0.50 0.43 0.88 0.34 0.24 Avail Cap(c_a), veh/h 468 818 365 374 721 486 596 2221 690 421 1814 809 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 Uniform Delay (d), s/veh 60.1 49.6 43.7 66.6 54.4 46.0 13.4 26.6 25.5 53.8 0.0 0.0 Incr Delay (d2), s/veh 15.5 1.5 0.1 2.2 0.2 0.9 0.0 0.8 1.9 14.3 0.4 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 8.2 1.5 1.4 1.8 5.8 0.6 8.8 6.9 5.4 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 75.7 51.0 43.7 68.8 54.7 46.8 13.4 27.4 27.4 68.1 0.4 0.6 LnGrp LOS E D D E D D B C C E A A Approach Vol, veh/h 927 382 1454 1120 Approach Delay, s/veh 60.4 53.6 27.0 19.4 Approach LOS E D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.7 24.7 10.1 81.4 11.0 37.4 21.3 70.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 17.4 17.4 3.7 2.0 5.2 21.3 14.9 24.7 Green Ext Time (p_c), s 0.3 1.3 0.0 15.5 0.1 3.9 0.4 20.0 Intersection Summary HCM 6th Ctrl Delay 35.4 HCM 6th LOS D Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 7 2 7 435 3 157 7 1583 281 146 1612 3 v/c Ratio 0.05 0.03 0.03 0.81 0.01 0.41 0.12 0.67 0.29 0.78 0.51 0.00 Control Delay 69.0 69.0 0.2 71.8 49.0 9.1 80.6 23.2 4.4 86.8 12.4 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.0 69.0 0.2 71.8 49.0 9.1 80.6 23.2 4.4 86.8 12.4 0.0 Queue Length 50th (ft) 3 2 0 212 3 0 7 320 37 150 168 0 Queue Length 95th (ft) 7 7 0 269 12 54 m14 616 94 m199 m336 m0 Internal Link Dist (ft) 694 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 599 325 407 129 2364 977 223 3131 1018 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.02 0.03 0.73 0.01 0.39 0.05 0.67 0.29 0.65 0.51 0.00 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 4 1 4 396 3 143 7 1520 270 10 124 1483 Future Volume (vph) 4 1 4 396 3 143 7 1520 270 10 124 1483 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.54 0.54 0.54 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 7 2 7 435 3 157 7 1583 281 11 135 1612 RTOR Reduction (vph) 0 0 7 0 0 130 0 0 156 0 0 0 Lane Group Flow (vph) 7 2 0 435 3 27 7 1583 125 0 146 1612 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 2.8 2.8 2.8 25.7 25.7 25.7 1.3 66.7 66.7 16.8 84.2 Effective Green, g (s) 2.8 2.8 2.8 25.7 25.7 25.7 1.3 66.7 66.7 16.8 84.2 Actuated g/C Ratio 0.02 0.02 0.02 0.17 0.17 0.17 0.01 0.44 0.44 0.11 0.56 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 60 31 31 538 292 245 14 2142 755 187 2704 v/s Ratio Prot c0.00 0.00 c0.14 0.00 0.00 c0.33 c0.09 c0.33 v/s Ratio Perm 0.00 0.02 0.07 v/c Ratio 0.12 0.06 0.00 0.81 0.01 0.11 0.50 0.74 0.17 0.78 0.60 Uniform Delay, d1 72.4 72.3 72.2 59.8 51.6 52.5 74.0 34.5 25.0 64.8 21.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.10 0.68 1.12 1.05 0.71 Incremental Delay, d2 0.6 0.6 0.0 8.5 0.0 0.1 9.1 2.1 0.4 12.9 0.7 Delay (s) 73.0 73.0 72.3 68.3 51.6 52.6 90.6 25.4 28.4 80.8 16.2 Level of Service E E E E D D F C C F B Approach Delay (s) 72.7 64.1 26.1 21.5 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay 29.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 86.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 10 Movement SBR Lane Configurations Traffic Volume (vph) 3 Future Volume (vph) 3 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 3 RTOR Reduction (vph) 1 Lane Group Flow (vph) 2 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 84.2 Effective Green, g (s) 84.2 Actuated g/C Ratio 0.56 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 821 v/s Ratio Prot v/s Ratio Perm 0.00 v/c Ratio 0.00 Uniform Delay, d1 14.4 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 14.5 Level of Service B Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 11 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 12 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 403 710 544 586 956 599 357 469 858 724 v/c Ratio 0.64 0.47 0.36 0.94 0.64 0.40 0.40 0.32 0.95 0.47 Control Delay 58.3 42.1 1.0 77.4 39.5 0.7 45.2 18.4 73.1 16.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.3 42.1 1.0 77.4 39.5 0.7 45.2 18.4 73.1 16.9 Queue Length 50th (ft) 193 230 14 272 255 0 144 132 421 185 Queue Length 95th (ft) m247 m276 m17 #371 305 0 190 170 #542 240 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1509 1500 633 1505 1500 932 1472 932 1533 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.64 0.47 0.36 0.93 0.64 0.40 0.38 0.32 0.92 0.47 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 13 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 391 689 528 504 822 515 318 417 815 688 Future Volume (vph) 391 689 528 504 822 515 318 417 815 688 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.86 0.86 0.86 0.89 0.89 0.95 0.95 Adj. Flow (vph) 403 710 544 586 956 599 357 469 858 724 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 69 Lane Group Flow (vph) 403 710 544 586 956 599 357 469 858 655 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 47.0 150.0 28.9 46.9 150.0 41.6 70.6 41.6 70.5 Effective Green, g (s) 29.0 47.0 150.0 28.9 46.9 150.0 41.6 70.6 41.6 70.5 Actuated g/C Ratio 0.19 0.31 1.00 0.19 0.31 1.00 0.28 0.47 0.28 0.47 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1509 1500 626 1506 1500 901 1400 901 1240 v/s Ratio Prot c0.12 c0.15 c0.18 0.20 0.11 0.06 c0.26 0.10 v/s Ratio Perm 0.36 0.40 0.11 0.15 v/c Ratio 0.64 0.47 0.36 0.94 0.63 0.40 0.40 0.34 0.95 0.53 Uniform Delay, d1 55.7 41.5 0.0 59.6 44.2 0.0 44.0 24.9 53.2 28.0 Progression Factor 0.97 0.98 1.00 0.95 0.84 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.4 0.9 0.6 19.0 1.8 0.7 0.1 0.1 19.2 0.2 Delay (s) 55.2 41.6 0.6 75.4 39.0 0.7 44.1 25.0 72.4 28.2 Level of Service E D A E D A D C E C Approach Delay (s) 31.4 38.3 Approach LOS C D Intersection Summary HCM 2000 Control Delay 39.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 14 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 313 327 196 309 572 415 110 878 155 320 1272 449 v/c Ratio 0.90 0.51 0.44 0.93 0.91 0.72 0.58 0.46 0.22 0.73 0.82 0.53 Control Delay 93.8 56.3 9.5 99.3 77.9 40.9 31.3 35.0 5.4 76.6 24.9 4.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 93.8 56.3 9.5 99.3 77.9 40.9 31.3 35.0 5.4 76.6 24.9 4.3 Queue Length 50th (ft) 158 150 0 157 289 294 48 233 0 145 449 34 Queue Length 95th (ft) #208 184 49 #248 #389 398 98 295 50 m172 m539 m81 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 455 335 648 639 282 1922 691 585 1559 855 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.49 0.43 0.92 0.88 0.65 0.39 0.46 0.22 0.55 0.82 0.53 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 260 271 163 303 561 407 102 817 144 307 1221 431 Future Volume (vph) 260 271 163 303 561 407 102 817 144 307 1221 431 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.09 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 156 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.83 0.83 0.83 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 313 327 196 309 572 415 110 878 155 320 1272 449 RTOR Reduction (vph) 0 0 157 0 0 44 0 0 93 0 0 158 Lane Group Flow (vph) 313 327 39 309 572 371 110 878 62 320 1272 291 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 16.6 29.9 29.9 15.9 29.2 49.5 80.2 59.9 59.9 20.3 69.8 69.8 Effective Green, g (s) 16.6 29.9 29.9 15.9 29.2 49.5 80.2 59.9 59.9 20.3 69.8 69.8 Actuated g/C Ratio 0.11 0.20 0.20 0.11 0.19 0.33 0.53 0.40 0.40 0.14 0.47 0.47 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 347 646 289 333 630 536 188 1923 599 440 1560 698 v/s Ratio Prot c0.10 0.10 0.10 c0.18 c0.09 0.04 0.18 0.10 c0.38 v/s Ratio Perm 0.03 0.16 0.27 0.04 0.19 v/c Ratio 0.90 0.51 0.14 0.93 0.91 0.69 0.59 0.46 0.10 0.73 0.82 0.42 Uniform Delay, d1 65.9 53.5 49.4 66.5 59.1 43.6 25.4 33.1 28.2 62.2 34.5 26.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.12 0.59 0.27 Incremental Delay, d2 25.0 0.2 0.1 30.6 16.8 3.6 3.0 0.8 0.3 4.1 3.6 1.3 Delay (s) 90.9 53.7 49.5 97.1 75.9 47.2 28.4 33.9 28.6 73.9 23.8 8.5 Level of Service F D D F E D C C C E C A Approach Delay (s) 66.6 71.8 32.6 28.3 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay 45.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 85.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Existing PM Shoulder Hour Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 260 271 163 303 561 407 102 817 144 307 1221 431 Future Volume (veh/h) 260 271 163 303 561 407 102 817 144 307 1221 431 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 313 327 196 309 572 415 110 878 155 320 1272 449 Peak Hour Factor 0.83 0.83 0.83 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 354 679 303 349 673 474 167 2013 625 379 1634 729 Arrive On Green 0.11 0.20 0.20 0.11 0.20 0.20 0.05 0.42 0.42 0.08 0.33 0.33 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 313 327 196 309 572 415 110 878 155 320 1272 449 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 14.1 12.9 18.0 14.0 24.6 30.0 4.9 19.4 10.1 14.5 51.2 37.9 Cycle Q Clear(g_c), s 14.1 12.9 18.0 14.0 24.6 30.0 4.9 19.4 10.1 14.5 51.2 37.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 354 679 303 349 673 474 167 2013 625 379 1634 729 V/C Ratio(X) 0.88 0.48 0.65 0.89 0.85 0.88 0.66 0.44 0.25 0.85 0.78 0.62 Avail Cap(c_a), veh/h 371 696 310 349 673 474 302 2013 625 589 1634 729 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.66 0.66 0.66 Uniform Delay (d), s/veh 66.0 52.9 55.0 66.1 57.8 48.5 31.3 31.2 28.5 67.9 43.3 38.8 Incr Delay (d2), s/veh 19.9 0.2 3.4 22.2 9.8 16.4 1.6 0.7 0.9 3.8 2.5 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 5.4 7.1 6.9 11.2 16.7 2.0 7.7 3.8 6.4 22.8 15.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 85.9 53.1 58.4 88.3 67.7 64.9 32.9 31.9 29.5 71.6 45.8 41.4 LnGrp LOS F D E F E E C C C E D D Approach Vol, veh/h 836 1296 1143 2041 Approach Delay, s/veh 66.6 71.7 31.7 48.9 Approach LOS E E C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 22.2 36.0 13.0 78.8 22.0 36.3 23.3 68.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 16.1 32.0 6.9 53.2 16.0 20.0 16.5 21.4 Green Ext Time (p_c), s 0.1 0.0 0.2 6.4 0.0 2.4 0.9 21.1 Intersection Summary HCM 6th Ctrl Delay 53.5 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. MERIDIAN IC COMMERCIAL TIS 5 APPENDIX E. ANALYSIS WORKSHEETS – FUTURE NO BUILD 2025 HCM 6th TWSC 1: SW 5th St & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 1 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1175 77 36 692 30 42 Future Vol, veh/h 1175 77 36 692 30 42 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1277 84 40 769 33 47 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1362 0 1785 682 Stage 1 - - - - 1320 - Stage 2 - - - - 465 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 501 - 73 392 Stage 1 - - - - 214 - Stage 2 - - - - 599 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 501 - 67 392 Mov Cap-2 Maneuver - - - - 194 - Stage 1 - - - - 214 - Stage 2 - - - - 551 - Approach EB WB NB HCM Control Delay, s 0 0.6 23.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 275 - - 501 - HCM Lane V/C Ratio 0.291 - - 0.08 - HCM Control Delay (s) 23.4 - - 12.8 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 1.2 - - 0.3 - Queues 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 2 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1218 211 604 273 1159 81 v/c Ratio 0.86 0.65 0.32 0.49 0.75 0.15 Control Delay 42.8 69.4 15.9 40.3 44.7 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.8 69.4 15.9 40.3 44.7 7.0 Queue Length 50th (ft) 517 96 146 195 337 0 Queue Length 95th (ft) #689 137 185 284 394 37 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1412 404 1882 574 1596 559 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.86 0.52 0.32 0.48 0.73 0.14 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 818 364 190 544 0 0 0 0 246 1043 73 Future Volume (vph) 0 818 364 190 544 0 0 0 0 246 1043 73 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3198 3144 3241 1676 4657 1478 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3198 3144 3241 1676 4657 1478 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Adj. Flow (vph) 0 843 375 211 604 0 0 0 0 273 1159 81 RTOR Reduction (vph) 0 24 0 0 0 0 0 0 0 0 0 54 Lane Group Flow (vph) 0 1194 0 211 604 0 0 0 0 273 1159 27 Confl. Peds. (#/hr) 2 2 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 60.8 14.5 81.3 46.7 46.7 46.7 Effective Green, g (s) 60.8 14.5 81.3 46.7 46.7 46.7 Actuated g/C Ratio 0.43 0.10 0.58 0.33 0.33 0.33 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1388 325 1882 559 1553 493 v/s Ratio Prot c0.37 c0.07 0.19 c0.25 v/s Ratio Perm 0.16 0.02 v/c Ratio 0.86 0.65 0.32 0.49 0.75 0.05 Uniform Delay, d1 35.8 60.3 15.1 37.1 41.4 31.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.6 4.4 0.5 0.2 1.7 0.0 Delay (s) 41.4 64.7 15.6 37.4 43.1 31.7 Level of Service D E B D D C Approach Delay (s) 41.4 28.3 0.0 41.5 Approach LOS D C A D Intersection Summary HCM 2000 Control Delay 38.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 818 364 190 544 0 0 0 0 246 1043 73 Future Volume (veh/h) 0 818 364 190 544 0 0 0 0 246 1043 73 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 843 375 211 604 0 273 1159 81 Peak Hour Factor 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 1096 485 265 2043 0 519 1487 461 Arrive On Green 0.00 0.48 0.48 0.08 0.61 0.00 0.31 0.31 0.31 Sat Flow, veh/h 0 2358 1005 3274 3455 0 1688 4837 1499 Grp Volume(v), veh/h 0 624 594 211 604 0 273 1159 81 Grp Sat Flow(s),veh/h/ln 0 1683 1591 1637 1683 0 1688 1612 1499 Q Serve(g_s), s 0.0 42.6 43.1 8.9 12.0 0.0 18.7 30.6 5.5 Cycle Q Clear(g_c), s 0.0 42.6 43.1 8.9 12.0 0.0 18.7 30.6 5.5 Prop In Lane 0.00 0.63 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 813 769 265 2043 0 519 1487 461 V/C Ratio(X) 0.00 0.77 0.77 0.80 0.30 0.00 0.53 0.78 0.18 Avail Cap(c_a), veh/h 0 813 769 421 2043 0 579 1659 514 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.87 0.87 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 29.7 29.8 63.2 13.2 0.0 40.1 44.2 35.5 Incr Delay (d2), s/veh 0.0 4.3 4.7 4.8 0.3 0.0 0.3 1.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 17.6 16.9 3.8 4.5 0.0 7.8 12.4 5.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 34.0 34.5 68.0 13.5 0.0 40.4 46.0 35.6 LnGrp LOS A C C E B A D D D Approach Vol, veh/h 1218 815 1513 Approach Delay, s/veh 34.3 27.6 44.5 Approach LOS C C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 91.0 49.0 17.3 73.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 48.0 18.0 56.0 Max Q Clear Time (g_c+I1), s 14.0 32.6 10.9 45.1 Green Ext Time (p_c), s 10.7 10.5 0.5 8.2 Intersection Summary HCM 6th Ctrl Delay 37.1 HCM 6th LOS D Queues 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 5 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 95 976 573 264 836 473 v/c Ratio 0.36 0.83 0.56 0.33 0.33 0.55 Control Delay 35.6 47.3 47.7 17.6 16.5 18.8 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 Total Delay 35.6 47.4 47.7 17.6 16.5 18.8 Queue Length 50th (ft) 60 433 164 146 154 227 Queue Length 95th (ft) 104 523 214 216 185 329 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 412 2105 1781 894 2819 955 Starvation Cap Reductn 0 219 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.52 0.32 0.30 0.30 0.50 Intersection Summary HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 88 908 0 0 474 70 270 731 430 0 0 0 Future Volume (vph) 88 908 0 0 474 70 270 731 430 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4567 1442 4544 1500 Flt Permitted 0.32 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 557 3353 4567 1442 4544 1500 Peak-hour factor, PHF 0.93 0.93 0.93 0.95 0.95 0.95 0.91 0.91 0.91 0.94 0.94 0.94 Adj. Flow (vph) 95 976 0 0 499 74 297 803 473 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 0 30 0 0 0 Lane Group Flow (vph) 95 976 0 0 561 0 264 836 443 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 40.4 46.4 29.2 73.4 73.4 73.4 Effective Green, g (s) 40.4 46.4 29.2 73.4 73.4 73.4 Actuated g/C Ratio 0.31 0.35 0.22 0.56 0.56 0.56 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 265 1180 1011 803 2530 835 v/s Ratio Prot 0.03 c0.29 0.12 0.18 0.18 v/s Ratio Perm 0.08 c0.30 v/c Ratio 0.36 0.83 0.55 0.33 0.33 0.53 Uniform Delay, d1 33.8 39.0 45.5 15.8 15.9 18.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 4.9 0.7 0.3 0.1 0.8 Delay (s) 34.1 43.9 46.2 16.2 16.0 19.2 Level of Service C D D B B B Approach Delay (s) 43.1 46.2 17.0 0.0 Approach LOS D D B A Intersection Summary HCM 2000 Control Delay 30.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 131.8 Sum of lost time (s) 18.0 Intersection Capacity Utilization 78.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 7 HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes. Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 8 Lane Group EBL EBR WBL WBR NBT NBR SBL SBT SBR Lane Group Flow (vph) 2 1 178 81 1784 330 81 1803 3 v/c Ratio 0.01 0.00 0.62 0.21 0.61 0.28 0.58 0.49 0.00 Control Delay 63.5 0.0 70.2 1.2 15.0 3.7 56.8 16.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.5 0.0 70.2 1.2 15.0 3.7 56.8 16.9 0.0 Queue Length 50th (ft) 1 0 81 0 322 34 63 416 0 Queue Length 95th (ft) 6 0 119 0 m668 m104 m104 553 m0 Internal Link Dist (ft) 1469 156 Turn Bay Length (ft) 219 159 272 58 373 158 164 Base Capacity (vph) 197 328 583 503 2934 1164 165 3679 1194 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.01 0.00 0.31 0.16 0.61 0.28 0.49 0.49 0.00 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 2 0 1 160 0 73 0 1677 310 6 67 1623 Future Volume (vph) 2 0 1 160 0 73 0 1677 310 6 67 1623 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 10.0 10.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 0.97 1.00 0.91 1.00 1.00 0.91 Frt 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1700 3144 1450 4818 1700 1676 4818 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1700 3144 1450 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 2 0 1 178 0 81 0 1784 330 7 74 1803 RTOR Reduction (vph) 0 0 1 0 0 74 0 0 151 0 0 0 Lane Group Flow (vph) 2 0 0 178 0 7 0 1784 179 0 81 1803 Turn Type Split Perm Split Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 1.4 1.4 12.9 12.9 76.1 76.1 11.6 97.7 Effective Green, g (s) 1.4 1.4 12.9 12.9 76.1 76.1 11.6 97.7 Actuated g/C Ratio 0.01 0.01 0.09 0.09 0.54 0.54 0.08 0.70 Clearance Time (s) 11.5 11.5 10.0 10.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 32 17 289 133 2618 924 138 3362 v/s Ratio Prot c0.00 c0.06 c0.37 0.05 c0.37 v/s Ratio Perm 0.00 0.01 0.11 v/c Ratio 0.06 0.00 0.62 0.06 0.68 0.19 0.59 0.54 Uniform Delay, d1 68.6 68.6 61.2 58.0 23.2 16.3 61.9 10.2 Progression Factor 1.00 1.00 1.00 1.00 0.74 1.59 0.72 2.22 Incremental Delay, d2 0.6 0.0 3.3 0.1 1.1 0.3 3.9 0.5 Delay (s) 69.2 68.6 64.5 58.1 18.2 26.2 48.7 23.2 Level of Service E E E E B C D C Approach Delay (s) 69.0 62.5 19.5 24.2 Approach LOS E E B C Intersection Summary HCM 2000 Control Delay 24.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 83.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 10 Movement SBR Lane Configurations Traffic Volume (vph) 3 Future Volume (vph) 3 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 3 RTOR Reduction (vph) 1 Lane Group Flow (vph) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 97.7 Effective Green, g (s) 97.7 Actuated g/C Ratio 0.70 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 1046 v/s Ratio Prot v/s Ratio Perm 0.00 v/c Ratio 0.00 Uniform Delay, d1 6.4 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 6.4 Level of Service A Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 11 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 12 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 547 936 1069 842 505 408 669 462 424 528 v/c Ratio 0.84 0.70 0.71 0.95 0.30 0.27 0.95 0.34 0.60 0.33 Control Delay 76.5 65.8 12.7 57.9 25.8 0.4 77.3 21.2 53.3 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.5 65.8 12.7 57.9 25.8 0.4 77.3 21.2 53.3 11.1 Queue Length 50th (ft) 272 329 724 405 155 0 310 136 179 93 Queue Length 95th (ft) m254 m304 m614 #517 102 0 #425 180 236 131 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1338 1500 905 1691 1500 720 1345 720 1611 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.84 0.70 0.71 0.93 0.30 0.27 0.93 0.34 0.59 0.33 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 13 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 492 842 962 775 465 375 602 416 390 486 Future Volume (vph) 492 842 962 775 465 375 602 416 390 486 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 547 936 1069 842 505 408 669 462 424 528 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 71 Lane Group Flow (vph) 547 936 1069 842 505 408 669 462 424 457 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.0 38.9 140.0 38.2 49.1 140.0 30.4 58.4 30.4 68.6 Effective Green, g (s) 28.0 38.9 140.0 38.2 49.1 140.0 30.4 58.4 30.4 68.6 Actuated g/C Ratio 0.20 0.28 1.00 0.27 0.35 1.00 0.22 0.42 0.22 0.49 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1338 1500 887 1689 1500 706 1270 706 1293 v/s Ratio Prot 0.17 0.19 c0.26 0.10 0.21 0.07 0.13 0.10 v/s Ratio Perm c0.71 0.27 0.10 0.08 v/c Ratio 0.84 0.70 0.71 0.95 0.30 0.27 0.95 0.36 0.60 0.35 Uniform Delay, d1 53.9 45.3 0.0 49.9 33.0 0.0 54.0 28.0 49.3 22.0 Progression Factor 1.40 1.43 1.00 0.78 0.76 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.3 0.3 17.3 0.4 0.4 21.5 0.1 1.0 0.1 Delay (s) 76.2 64.9 0.3 56.2 25.6 0.4 75.5 28.1 50.3 22.1 Level of Service E E A E C A E C D C Approach Delay (s) 40.3 34.4 Approach LOS D C Intersection Summary HCM 2000 Control Delay 40.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 14 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 552 762 81 110 169 276 72 1784 469 439 857 278 v/c Ratio 1.23 0.86 0.17 0.53 0.26 0.46 0.27 1.08 0.66 0.93 0.57 0.34 Control Delay 170.1 58.8 2.9 72.1 47.9 26.3 19.8 90.8 18.7 87.2 42.1 12.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 170.1 58.8 2.9 72.1 47.9 26.3 19.8 90.8 18.7 87.2 42.1 12.8 Queue Length 50th (ft) ~319 340 0 51 67 138 32 ~663 133 ~228 309 64 Queue Length 95th (ft) #436 #454 16 81 102 223 60 #758 263 #342 422 103 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 889 482 359 694 602 345 1651 708 471 1508 825 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.23 0.86 0.17 0.31 0.24 0.46 0.21 1.08 0.66 0.93 0.57 0.34 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 497 686 73 99 152 248 68 1677 441 395 771 250 Future Volume (vph) 497 686 73 99 152 248 68 1677 441 395 771 250 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.22 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 393 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 552 762 81 110 169 276 72 1784 469 439 857 278 RTOR Reduction (vph) 0 0 59 0 0 46 0 0 195 0 0 153 Lane Group Flow (vph) 552 762 22 110 169 230 72 1784 274 439 857 125 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Effective Green, g (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Actuated g/C Ratio 0.14 0.27 0.27 0.07 0.20 0.34 0.49 0.34 0.34 0.15 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 449 888 397 208 641 559 251 1651 514 471 1480 662 v/s Ratio Prot c0.18 c0.24 0.03 0.05 0.06 0.01 c0.37 c0.13 0.26 v/s Ratio Perm 0.02 0.10 0.13 0.18 0.08 v/c Ratio 1.23 0.86 0.06 0.53 0.26 0.41 0.29 1.08 0.53 0.93 0.58 0.19 Uniform Delay, d1 60.0 48.2 37.4 63.2 47.5 35.2 20.8 46.0 37.0 59.2 29.3 23.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.34 3.70 Incremental Delay, d2 121.5 8.0 0.0 1.1 0.2 0.4 0.2 47.4 3.9 24.6 1.6 0.6 Delay (s) 181.5 56.2 37.5 64.4 47.7 35.6 21.1 93.4 40.9 85.6 41.0 88.8 Level of Service F E D E D D C F D F D F Approach Delay (s) 104.7 45.0 80.6 61.9 Approach LOS F D F E Intersection Summary HCM 2000 Control Delay 77.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 497 686 73 99 152 248 68 1677 441 395 771 250 Future Volume (veh/h) 497 686 73 99 152 248 68 1677 441 395 771 250 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 552 762 81 110 169 276 72 1784 469 439 857 278 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 468 925 412 156 605 463 329 1826 567 421 1588 708 Arrive On Green 0.14 0.27 0.27 0.05 0.18 0.18 0.03 0.38 0.38 0.26 0.94 0.94 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 552 762 81 110 169 276 72 1784 469 439 857 278 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 20.0 29.7 5.8 4.6 6.1 21.8 3.1 50.9 39.6 18.0 4.1 2.3 Cycle Q Clear(g_c), s 20.0 29.7 5.8 4.6 6.1 21.8 3.1 50.9 39.6 18.0 4.1 2.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 468 925 412 156 605 463 329 1826 567 421 1588 708 V/C Ratio(X) 1.18 0.82 0.20 0.70 0.28 0.60 0.22 0.98 0.83 1.04 0.54 0.39 Avail Cap(c_a), veh/h 468 925 412 374 721 515 451 1826 567 421 1588 708 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 Uniform Delay (d), s/veh 60.0 47.6 38.9 65.7 49.6 41.1 17.9 43.0 39.4 52.0 2.2 2.2 Incr Delay (d2), s/veh 101.3 5.7 0.1 2.2 0.2 1.3 0.1 16.2 13.0 53.7 1.2 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.8 13.0 2.2 2.0 2.6 8.2 1.2 22.6 16.4 9.6 1.1 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 161.3 53.4 39.0 67.8 49.8 42.3 18.0 59.2 52.5 105.7 3.4 3.7 LnGrp LOS F D D E D D B E D F A A Approach Vol, veh/h 1395 555 2325 1574 Approach Delay, s/veh 95.2 49.6 56.6 32.0 Approach LOS F D E C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 26.0 31.1 10.8 72.0 12.7 44.5 24.0 58.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 22.0 23.8 5.1 6.1 6.6 31.7 20.0 52.9 Green Ext Time (p_c), s 0.0 1.3 0.1 23.1 0.1 1.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 58.5 HCM 6th LOS E HCM 6th TWSC 7: Corporate Drive & SW 5th St 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Synchro 9 Report Page 18 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 1 1 86 18 1 Future Vol, veh/h 4 1 1 86 18 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 1 1 96 20 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 97 0 - 0 58 49 Stage 1 - - - - 49 - Stage 2 - - - - 9 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1496 - - - 949 1020 Stage 1 - - - - 973 - Stage 2 - - - - 1014 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1496 - - - 946 1020 Mov Cap-2 Maneuver - - - - 946 - Stage 1 - - - - 970 - Stage 2 - - - - 1014 - Approach EB WB SB HCM Control Delay, s 5.9 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1496 - - - 950 HCM Lane V/C Ratio 0.003 - - - 0.022 HCM Control Delay (s) 7.4 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 1: SW 5th St & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 972 35 23 1387 95 101 Future Vol, veh/h 972 35 23 1387 95 101 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1057 38 25 1524 106 112 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1096 0 1889 549 Stage 1 - - - - 1077 - Stage 2 - - - - 812 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 633 - ~ 62 480 Stage 1 - - - - 288 - Stage 2 - - - - 397 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 632 - ~ 59 480 Mov Cap-2 Maneuver - - - - 224 - Stage 1 - - - - 288 - Stage 2 - - - - 381 - Approach EB WB NB HCM Control Delay, s 0 0.2 40.3 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 309 - - 632 - HCM Lane V/C Ratio 0.705 - - 0.04 - HCM Control Delay (s) 40.3 - - 10.9 - HCM Lane LOS E - - B - HCM 95th %tile Q(veh) 5 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Queues 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 2 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1119 383 1248 171 1341 171 v/c Ratio 1.02 0.78 0.72 0.27 0.75 0.28 Control Delay 79.3 72.1 29.2 33.0 43.3 20.6 Queue Delay 0.0 0.0 25.0 0.0 0.0 0.0 Total Delay 79.3 72.1 54.2 33.0 43.3 20.6 Queue Length 50th (ft) ~605 188 475 114 412 69 Queue Length 95th (ft) #808 237 562 174 471 128 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1096 607 1740 648 1800 612 Starvation Cap Reductn 0 0 539 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.02 0.63 1.04 0.26 0.74 0.28 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 652 422 364 1186 0 0 0 0 161 1261 161 Future Volume (vph) 0 652 422 364 1186 0 0 0 0 161 1261 161 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3155 3144 3241 1676 4657 1480 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3155 3144 3241 1676 4657 1480 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.97 0.97 0.97 0.94 0.94 0.94 Adj. Flow (vph) 0 679 440 383 1248 0 0 0 0 171 1341 171 RTOR Reduction (vph) 0 21 0 0 0 0 0 0 0 0 0 40 Lane Group Flow (vph) 0 1098 0 383 1248 0 0 0 0 171 1341 131 Confl. Peds. (#/hr) 1 1 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 51.1 23.4 80.5 57.5 57.5 57.5 Effective Green, g (s) 51.1 23.4 80.5 57.5 57.5 57.5 Actuated g/C Ratio 0.34 0.16 0.54 0.38 0.38 0.38 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1074 490 1739 642 1785 567 v/s Ratio Prot c0.35 0.12 c0.39 c0.29 v/s Ratio Perm 0.10 0.09 v/c Ratio 1.02 0.78 0.72 0.27 0.75 0.23 Uniform Delay, d1 49.5 60.8 26.2 31.8 40.1 31.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 33.2 7.9 2.6 0.1 1.6 0.1 Delay (s) 82.7 68.8 28.8 31.8 41.7 31.4 Level of Service F E C C D C Approach Delay (s) 82.7 38.2 0.0 39.6 Approach LOS F D A D Intersection Summary HCM 2000 Control Delay 50.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.87 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 652 422 364 1186 0 0 0 0 161 1261 161 Future Volume (veh/h) 0 652 422 364 1186 0 0 0 0 161 1261 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 679 440 383 1248 0 171 1341 171 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 766 495 446 1908 0 596 1708 530 Arrive On Green 0.00 0.39 0.39 0.14 0.57 0.00 0.35 0.35 0.35 Sat Flow, veh/h 0 2049 1267 3274 3455 0 1688 4837 1500 Grp Volume(v), veh/h 0 583 536 383 1248 0 171 1341 171 Grp Sat Flow(s),veh/h/ln 0 1683 1544 1637 1683 0 1688 1612 1500 Q Serve(g_s), s 0.0 48.4 48.6 17.2 38.3 0.0 10.9 37.2 12.5 Cycle Q Clear(g_c), s 0.0 48.4 48.6 17.2 38.3 0.0 10.9 37.2 12.5 Prop In Lane 0.00 0.82 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 658 603 446 1908 0 596 1708 530 V/C Ratio(X) 0.00 0.89 0.89 0.86 0.65 0.00 0.29 0.79 0.32 Avail Cap(c_a), veh/h 0 658 603 633 1908 0 653 1870 580 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.39 0.39 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 42.6 42.7 63.4 22.4 0.0 34.9 43.4 35.4 Incr Delay (d2), s/veh 0.0 13.6 14.9 3.5 0.7 0.0 0.1 1.8 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 22.1 20.6 7.3 14.8 0.0 4.6 15.1 11.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 56.2 57.6 66.8 23.0 0.0 35.0 45.2 35.6 LnGrp LOS A E E E C A D D D Approach Vol, veh/h 1119 1631 1683 Approach Delay, s/veh 56.9 33.3 43.2 Approach LOS E C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 91.0 59.0 26.4 64.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 58.0 29.0 45.0 Max Q Clear Time (g_c+I1), s 40.3 39.2 19.2 50.6 Green Ext Time (p_c), s 23.9 13.8 1.3 0.0 Intersection Summary HCM 6th Ctrl Delay 43.0 HCM 6th LOS D Queues 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 5 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 142 749 1313 490 1613 286 v/c Ratio 0.74 0.51 0.93 0.69 0.72 0.36 Control Delay 60.5 34.9 65.8 38.8 35.3 14.9 Queue Delay 0.0 0.7 0.0 0.0 0.0 0.0 Total Delay 60.5 35.6 65.8 38.8 35.3 14.9 Queue Length 50th (ft) 100 303 489 454 510 94 Queue Length 95th (ft) 180 364 #626 676 624 179 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 296 1671 1415 709 2236 804 Starvation Cap Reductn 0 554 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.67 0.93 0.69 0.72 0.36 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 128 674 0 0 1033 162 511 1465 269 0 0 0 Future Volume (vph) 128 674 0 0 1033 162 511 1465 269 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4562 1442 4545 1500 Flt Permitted 0.08 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 141 3353 4562 1442 4545 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 0.98 0.98 0.98 Adj. Flow (vph) 142 749 0 0 1135 178 544 1559 286 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 0 67 0 0 0 Lane Group Flow (vph) 142 749 0 0 1301 0 490 1613 219 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 64.6 70.6 50.1 80.1 80.1 80.1 Effective Green, g (s) 64.6 70.6 50.1 80.1 80.1 80.1 Actuated g/C Ratio 0.40 0.43 0.31 0.49 0.49 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 192 1454 1404 709 2237 738 v/s Ratio Prot c0.07 0.22 c0.29 0.34 c0.35 v/s Ratio Perm 0.23 0.15 v/c Ratio 0.74 0.52 0.93 0.69 0.72 0.30 Uniform Delay, d1 38.0 33.6 54.5 31.8 32.5 24.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.1 0.3 10.7 3.1 1.3 0.3 Delay (s) 50.1 33.9 65.2 34.9 33.8 24.9 Level of Service D C E C C C Approach Delay (s) 36.5 65.2 32.9 0.0 Approach LOS D E C A Intersection Summary HCM 2000 Control Delay 42.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 162.7 Sum of lost time (s) 18.0 Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 7 HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes. Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 7 1 7 531 3 191 9 2065 368 193 2134 4 v/c Ratio 0.05 0.01 0.03 0.86 0.01 0.44 0.15 0.97 0.40 0.86 0.71 0.00 Control Delay 69.2 69.0 0.2 72.6 48.3 9.8 86.0 40.3 5.8 89.8 21.4 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.2 69.0 0.2 72.6 48.3 9.8 86.0 40.3 5.8 89.8 21.4 0.0 Queue Length 50th (ft) 3 1 0 254 2 0 10 737 95 193 345 0 Queue Length 95th (ft) 12 8 0 #351 12 70 m15 #965 129 m#284 m568 m0 Internal Link Dist (ft) 694 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 628 341 438 129 2135 917 233 3006 985 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.01 0.03 0.85 0.01 0.44 0.07 0.97 0.40 0.83 0.71 0.00 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 6 1 6 483 3 174 9 1982 353 13 165 1963 Future Volume (vph) 6 1 6 483 3 174 9 1982 353 13 165 1963 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 7 1 7 531 3 191 9 2065 368 14 179 2134 RTOR Reduction (vph) 0 0 7 0 0 153 0 0 178 0 0 0 Lane Group Flow (vph) 7 1 0 531 3 38 9 2065 190 0 193 2134 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 2.8 2.8 2.8 29.5 29.5 29.5 1.4 59.6 59.6 20.1 80.3 Effective Green, g (s) 2.8 2.8 2.8 29.5 29.5 29.5 1.4 59.6 59.6 20.1 80.3 Actuated g/C Ratio 0.02 0.02 0.02 0.20 0.20 0.20 0.01 0.40 0.40 0.13 0.54 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 60 31 31 618 335 281 15 1914 675 224 2579 v/s Ratio Prot c0.00 0.00 c0.17 0.00 0.01 c0.43 c0.12 c0.44 v/s Ratio Perm 0.00 0.03 0.11 v/c Ratio 0.12 0.03 0.00 0.86 0.01 0.13 0.60 1.08 0.28 0.86 0.83 Uniform Delay, d1 72.4 72.3 72.2 58.2 48.5 49.7 74.0 45.2 30.7 63.6 29.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.17 0.66 0.67 1.03 0.93 Incremental Delay, d2 0.6 0.3 0.0 11.3 0.0 0.2 31.1 44.1 0.9 20.7 2.3 Delay (s) 73.0 72.6 72.3 69.6 48.5 49.9 118.0 73.9 21.5 86.0 29.4 Level of Service E E E E D D F E C F C Approach Delay (s) 72.6 64.3 66.2 34.1 Approach LOS E E E C Intersection Summary HCM 2000 Control Delay 52.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 100.1% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 10 Movement SBR Lane Configurations Traffic Volume (vph) 4 Future Volume (vph) 4 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 4 RTOR Reduction (vph) 2 Lane Group Flow (vph) 2 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 80.3 Effective Green, g (s) 80.3 Actuated g/C Ratio 0.54 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 783 v/s Ratio Prot v/s Ratio Perm 0.00 v/c Ratio 0.00 Uniform Delay, d1 16.2 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 16.2 Level of Service B Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 11 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 12 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 554 974 747 730 1191 746 456 598 1038 876 v/c Ratio 0.88 0.67 0.50 1.16 0.82 0.50 0.49 0.40 1.11 0.56 Control Delay 64.2 41.8 1.8 134.2 43.2 1.1 46.5 19.2 114.3 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.2 41.8 1.8 134.2 43.2 1.1 46.5 19.2 114.3 18.8 Queue Length 50th (ft) 278 331 32 ~429 368 0 191 180 ~597 255 Queue Length 95th (ft) m#343 m371 m26 #556 434 0 247 228 #734 323 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 628 1461 1500 932 1496 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.67 0.50 1.16 0.82 0.50 0.49 0.40 1.11 0.56 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 13 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 537 945 725 657 1072 671 410 538 986 832 Future Volume (vph) 537 945 725 657 1072 671 410 538 986 832 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 554 974 747 730 1191 746 456 598 1038 876 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 554 974 747 730 1191 746 456 598 1038 808 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.19 0.30 1.00 0.29 0.48 0.29 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 628 1461 1500 932 1425 932 1267 v/s Ratio Prot c0.17 c0.20 c0.22 0.25 0.14 0.08 c0.32 0.12 v/s Ratio Perm 0.50 0.50 0.15 0.18 v/c Ratio 0.88 0.67 0.50 1.16 0.82 0.50 0.49 0.42 1.11 0.64 Uniform Delay, d1 58.8 45.6 0.0 60.5 48.4 0.0 44.4 25.4 53.5 29.2 Progression Factor 0.89 0.88 1.00 0.95 0.82 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.4 1.6 0.8 84.8 3.4 0.8 0.1 0.1 65.9 0.8 Delay (s) 61.8 41.6 0.8 142.0 42.9 0.8 44.5 25.5 119.4 30.0 Level of Service E D A F D A D C F C Approach Delay (s) 33.1 58.3 Approach LOS C E Intersection Summary HCM 2000 Control Delay 52.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 14 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 373 389 233 399 738 536 152 1205 212 438 1744 616 v/c Ratio 1.05 0.58 0.48 1.19 1.14 0.86 0.77 0.69 0.31 0.82 1.19 0.75 Control Delay 123.0 57.7 9.3 166.7 132.7 49.8 60.0 43.7 5.3 71.2 119.5 13.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 123.0 57.7 9.3 166.7 132.7 49.8 60.0 43.7 5.3 71.2 119.5 13.8 Queue Length 50th (ft) ~203 182 0 ~241 ~442 417 97 375 0 198 ~1069 177 Queue Length 95th (ft) #311 240 75 #351 #573 #602 175 432 57 m225 m#1159 m330 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 484 335 648 646 258 1741 677 585 1463 821 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.05 0.58 0.48 1.19 1.14 0.83 0.59 0.69 0.31 0.75 1.19 0.75 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 336 350 210 391 723 525 141 1121 197 420 1674 591 Future Volume (vph) 336 350 210 391 723 525 141 1121 197 420 1674 591 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 108 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 373 389 233 399 738 536 152 1205 212 438 1744 616 RTOR Reduction (vph) 0 0 185 0 0 41 0 0 135 0 0 166 Lane Group Flow (vph) 373 389 48 399 738 495 152 1205 77 438 1744 450 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 17.0 31.0 31.0 16.0 30.0 54.8 79.0 54.2 54.2 24.8 65.5 65.5 Effective Green, g (s) 17.0 31.0 31.0 16.0 30.0 54.8 79.0 54.2 54.2 24.8 65.5 65.5 Actuated g/C Ratio 0.11 0.21 0.21 0.11 0.20 0.37 0.53 0.36 0.36 0.17 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 356 669 299 335 648 587 198 1740 542 537 1464 655 v/s Ratio Prot 0.12 0.12 c0.13 c0.23 c0.14 0.07 0.25 0.13 c0.52 v/s Ratio Perm 0.03 0.20 0.34 0.05 0.30 v/c Ratio 1.05 0.58 0.16 1.19 1.14 0.84 0.77 0.69 0.14 0.82 1.19 0.69 Uniform Delay, d1 66.5 53.7 48.8 67.0 60.0 43.7 42.2 40.8 32.2 60.4 42.2 34.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.07 0.72 0.56 Incremental Delay, d2 60.7 0.8 0.1 111.7 80.2 10.5 14.7 2.3 0.5 4.9 89.9 3.1 Delay (s) 127.2 54.5 48.9 178.7 140.2 54.1 56.9 43.1 32.8 69.2 120.1 22.2 Level of Service F D D F F D E D C E F C Approach Delay (s) 80.5 121.8 43.0 90.6 Approach LOS F F D F Intersection Summary HCM 2000 Control Delay 86.0 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.17 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 108.3% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 336 350 210 391 723 525 141 1121 197 420 1674 591 Future Volume (veh/h) 336 350 210 391 723 525 141 1121 197 420 1674 591 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 373 389 233 399 738 536 152 1205 212 438 1744 616 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 696 310 349 673 528 174 1814 563 497 1522 679 Arrive On Green 0.11 0.21 0.21 0.11 0.20 0.20 0.07 0.37 0.37 0.05 0.15 0.15 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 373 389 233 399 738 536 152 1205 212 438 1744 616 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 31.1 15.4 19.9 67.8 60.6 Cycle Q Clear(g_c), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 31.1 15.4 19.9 67.8 60.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 696 310 349 673 528 174 1814 563 497 1522 679 V/C Ratio(X) 1.01 0.56 0.75 1.14 1.10 1.01 0.87 0.66 0.38 0.88 1.15 0.91 Avail Cap(c_a), veh/h 371 696 310 349 673 528 262 1814 563 589 1522 679 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.44 0.44 0.44 Uniform Delay (d), s/veh 66.5 53.4 55.9 67.0 60.0 48.6 44.6 39.0 34.1 69.9 63.8 60.7 Incr Delay (d2), s/veh 48.1 0.6 8.8 92.7 63.9 42.9 13.2 1.9 1.9 6.1 69.6 9.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 6.6 9.0 11.1 18.6 25.6 6.3 12.5 5.9 9.3 45.5 26.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 114.6 54.0 64.7 159.7 123.9 91.6 57.8 41.0 36.0 76.0 133.4 70.1 LnGrp LOS F D E F F F E D D E F E Approach Vol, veh/h 995 1673 1569 2798 Approach Delay, s/veh 79.2 122.1 41.9 110.5 Approach LOS E F D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 36.0 17.2 73.8 22.0 37.0 28.8 62.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 19.0 32.0 11.1 69.8 18.0 23.9 21.9 33.1 Green Ext Time (p_c), s 0.0 0.0 0.2 0.0 0.0 2.2 0.8 16.7 Intersection Summary HCM 6th Ctrl Delay 93.5 HCM 6th LOS F Notes User approved pedestrian interval to be less than phase max green. HCM 6th TWSC 7: Corporate Drive & SW 5th St 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Synchro 9 Report Page 18 Intersection Int Delay, s/veh 4.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 58 65 1 Future Vol, veh/h 0 0 0 58 65 1 Conflicting Peds, #/hr 2 0 0 2 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 64 72 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 66 0 - 0 34 34 Stage 1 - - - - 34 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1536 - - - 979 1039 Stage 1 - - - - 988 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1533 - - - 975 1037 Mov Cap-2 Maneuver - - - - 975 - Stage 1 - - - - 986 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1533 - - - 976 HCM Lane V/C Ratio - - - - 0.075 HCM Control Delay (s) 0 - - - 9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Shoulder Hour Synchro 9 Report Page 1 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 393 673 769 608 364 292 481 332 304 380 v/c Ratio 0.60 0.38 0.51 0.84 0.19 0.19 0.83 0.27 0.52 0.28 Control Delay 73.6 53.4 4.9 45.2 20.3 0.3 67.8 22.5 54.8 12.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.6 53.4 4.9 45.2 20.3 0.3 67.8 22.5 54.8 12.0 Queue Length 50th (ft) 188 231 124 292 100 0 220 101 130 67 Queue Length 95th (ft) m243 m277 m347 260 70 0 270 127 170 82 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1758 1500 905 1875 1500 720 1244 720 1515 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.38 0.51 0.67 0.19 0.19 0.67 0.27 0.42 0.25 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Shoulder Hour Synchro 9 Report Page 2 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 354 606 692 559 335 269 433 299 280 350 Future Volume (vph) 354 606 692 559 335 269 433 299 280 350 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 393 673 769 608 364 292 481 332 304 380 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 84 Lane Group Flow (vph) 393 673 769 608 364 292 481 332 304 296 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.0 51.1 140.0 31.4 54.5 140.0 25.0 53.0 25.0 56.4 Effective Green, g (s) 28.0 51.1 140.0 31.4 54.5 140.0 25.0 53.0 25.0 56.4 Actuated g/C Ratio 0.20 0.37 1.00 0.22 0.39 1.00 0.18 0.38 0.18 0.40 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1758 1500 729 1875 1500 580 1169 580 1063 v/s Ratio Prot 0.12 0.14 c0.19 0.08 c0.15 0.06 0.09 0.06 v/s Ratio Perm c0.51 0.19 0.07 0.05 v/c Ratio 0.60 0.38 0.51 0.83 0.19 0.19 0.83 0.28 0.52 0.28 Uniform Delay, d1 51.0 32.8 0.0 51.8 28.2 0.0 55.4 30.3 52.1 28.1 Progression Factor 1.37 1.53 1.00 0.69 0.69 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.5 0.9 7.0 0.2 0.3 9.1 0.0 0.4 0.1 Delay (s) 70.8 50.6 0.9 42.7 19.7 0.3 64.6 30.3 52.5 28.2 Level of Service E D A D B A E C D C Approach Delay (s) 34.1 26.3 Approach LOS C C Intersection Summary HCM 2000 Control Delay 35.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Shoulder Hour Synchro 9 Report Page 3 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Shoulder Hour Synchro 9 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 397 549 58 79 121 199 51 1284 338 317 617 200 v/c Ratio 0.91 0.80 0.14 0.44 0.29 0.41 0.12 0.62 0.41 0.76 0.35 0.23 Control Delay 84.4 61.1 0.8 71.3 54.9 25.6 14.3 34.1 5.5 68.9 31.5 11.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.4 61.1 0.8 71.3 54.9 25.6 14.3 34.1 5.5 68.9 31.5 11.8 Queue Length 50th (ft) 185 252 0 36 53 92 18 330 8 155 200 36 Queue Length 95th (ft) #275 298 0 63 79 145 44 442 83 206 263 80 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 802 446 359 694 496 500 2079 830 442 1774 887 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.68 0.13 0.22 0.17 0.40 0.10 0.62 0.41 0.72 0.35 0.23 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Shoulder Hour Synchro 9 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 357 494 52 71 109 179 48 1207 318 285 555 180 Future Volume (vph) 357 494 52 71 109 179 48 1207 318 285 555 180 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.37 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 649 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 397 549 58 79 121 199 51 1284 338 317 617 200 RTOR Reduction (vph) 0 0 46 0 0 52 0 0 183 0 0 96 Lane Group Flow (vph) 397 549 12 79 121 147 51 1284 155 317 617 104 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 19.5 29.8 29.8 7.9 18.2 36.1 78.3 60.4 60.4 17.9 72.9 72.9 Effective Green, g (s) 19.5 29.8 29.8 7.9 18.2 36.1 78.3 60.4 60.4 17.9 72.9 72.9 Actuated g/C Ratio 0.14 0.21 0.21 0.06 0.13 0.26 0.56 0.43 0.43 0.13 0.52 0.52 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 437 689 308 177 421 436 402 2078 647 415 1745 781 v/s Ratio Prot c0.13 c0.17 0.03 0.04 0.04 0.00 c0.27 c0.10 0.18 v/s Ratio Perm 0.01 0.06 0.07 0.10 0.07 v/c Ratio 0.91 0.80 0.04 0.45 0.29 0.34 0.13 0.62 0.24 0.76 0.35 0.13 Uniform Delay, d1 59.4 52.2 43.7 63.9 55.0 42.2 14.3 30.9 25.2 59.0 19.7 17.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.46 3.72 Incremental Delay, d2 21.9 6.0 0.0 0.7 0.3 0.3 0.1 1.4 0.9 7.6 0.6 0.3 Delay (s) 81.3 58.2 43.8 64.6 55.3 42.6 14.4 32.2 26.1 64.4 29.4 64.7 Level of Service F E D E E D B C C E C E Approach Delay (s) 66.5 50.8 30.5 45.4 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 45.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek AM Shoulder Hour Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 357 494 52 71 109 179 48 1207 318 285 555 180 Future Volume (veh/h) 357 494 52 71 109 179 48 1207 318 285 555 180 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 397 549 58 79 121 199 51 1284 338 317 617 200 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 442 797 355 121 467 374 454 2150 668 361 1764 787 Arrive On Green 0.13 0.24 0.24 0.04 0.14 0.14 0.03 0.44 0.44 0.22 1.00 1.00 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 397 549 58 79 121 199 51 1284 338 317 617 200 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 16.7 20.8 4.3 3.3 4.5 16.1 1.9 28.1 22.6 13.1 0.0 0.0 Cycle Q Clear(g_c), s 16.7 20.8 4.3 3.3 4.5 16.1 1.9 28.1 22.6 13.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 442 797 355 121 467 374 454 2150 668 361 1764 787 V/C Ratio(X) 0.90 0.69 0.16 0.65 0.26 0.53 0.11 0.60 0.51 0.88 0.35 0.25 Avail Cap(c_a), veh/h 468 818 365 374 721 487 583 2150 668 421 1764 787 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 59.6 48.7 42.4 66.5 53.9 45.5 14.3 29.4 27.9 53.6 0.0 0.0 Incr Delay (d2), s/veh 18.5 2.0 0.1 2.2 0.2 0.9 0.0 1.2 2.7 15.6 0.5 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.0 8.8 1.6 1.4 1.9 6.1 0.7 11.0 8.6 5.6 0.1 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 78.2 50.7 42.5 68.7 54.1 46.4 14.3 30.6 30.6 69.3 0.5 0.7 LnGrp LOS E D D E D D B C C E A A Approach Vol, veh/h 1004 399 1673 1134 Approach Delay, s/veh 61.1 53.1 30.1 19.8 Approach LOS E D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 24.9 25.4 10.3 79.4 11.2 39.1 21.4 68.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 18.7 18.1 3.9 2.0 5.3 22.8 15.1 30.1 Green Ext Time (p_c), s 0.2 1.4 0.0 15.7 0.1 3.9 0.3 16.6 Intersection Summary HCM 6th Ctrl Delay 36.9 HCM 6th LOS D Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 6 1 6 446 3 160 8 1734 308 162 1793 3 v/c Ratio 0.04 0.01 0.03 0.82 0.01 0.42 0.13 0.75 0.32 0.82 0.57 0.00 Control Delay 69.0 69.0 0.2 72.5 49.0 9.5 85.0 25.5 4.7 86.2 18.0 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.0 69.0 0.2 72.5 49.0 9.5 85.0 25.5 4.7 86.2 18.0 0.0 Queue Length 50th (ft) 3 1 0 218 2 0 8 368 46 163 268 0 Queue Length 95th (ft) 11 8 0 275 12 58 m16 #731 108 m214 m465 m0 Internal Link Dist (ft) 694 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 599 325 407 129 2323 972 223 3121 1015 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.01 0.02 0.74 0.01 0.39 0.06 0.75 0.32 0.73 0.57 0.00 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 5 1 5 406 3 146 8 1665 296 11 138 1650 Future Volume (vph) 5 1 5 406 3 146 8 1665 296 11 138 1650 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 6 1 6 446 3 160 8 1734 308 12 150 1793 RTOR Reduction (vph) 0 0 6 0 0 132 0 0 166 0 0 0 Lane Group Flow (vph) 6 1 0 446 3 28 8 1734 142 0 162 1793 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 2.8 2.8 2.8 26.0 26.0 26.0 1.4 65.4 65.4 17.8 83.8 Effective Green, g (s) 2.8 2.8 2.8 26.0 26.0 26.0 1.4 65.4 65.4 17.8 83.8 Actuated g/C Ratio 0.02 0.02 0.02 0.17 0.17 0.17 0.01 0.44 0.44 0.12 0.56 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 60 31 31 544 295 247 15 2100 741 198 2691 v/s Ratio Prot c0.00 0.00 c0.14 0.00 0.00 c0.36 c0.10 c0.37 v/s Ratio Perm 0.00 0.02 0.08 v/c Ratio 0.10 0.03 0.00 0.82 0.01 0.11 0.53 0.83 0.19 0.82 0.67 Uniform Delay, d1 72.4 72.3 72.2 59.7 51.3 52.3 74.0 37.3 26.0 64.5 23.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.16 0.67 0.99 0.99 0.97 Incremental Delay, d2 0.5 0.3 0.0 9.2 0.0 0.1 15.4 3.5 0.5 16.5 1.0 Delay (s) 72.9 72.6 72.3 68.9 51.4 52.4 101.1 28.6 26.4 80.4 23.6 Level of Service E E E E D D F C C F C Approach Delay (s) 72.6 64.5 28.5 28.3 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay 33.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 90.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 3 Movement SBR Lane Configurations Traffic Volume (vph) 3 Future Volume (vph) 3 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 3 RTOR Reduction (vph) 1 Lane Group Flow (vph) 2 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 83.8 Effective Green, g (s) 83.8 Actuated g/C Ratio 0.56 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 817 v/s Ratio Prot v/s Ratio Perm 0.00 v/c Ratio 0.00 Uniform Delay, d1 14.6 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 14.6 Level of Service B Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 4 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 5 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 464 819 627 613 1000 627 382 501 872 736 v/c Ratio 0.74 0.55 0.42 0.97 0.67 0.42 0.42 0.34 0.96 0.48 Control Delay 59.0 41.2 1.4 82.3 41.2 0.7 45.5 18.5 73.8 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.0 41.2 1.4 82.3 41.2 0.7 45.5 18.5 73.8 16.8 Queue Length 50th (ft) 227 269 22 295 279 0 156 143 430 190 Queue Length 95th (ft) m284 m319 m28 #434 357 0 206 185 #557 247 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1482 1500 635 1492 1500 932 1479 932 1541 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.55 0.42 0.97 0.67 0.42 0.41 0.34 0.94 0.48 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 6 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 450 794 608 552 900 564 344 451 828 699 Future Volume (vph) 450 794 608 552 900 564 344 451 828 699 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 464 819 627 613 1000 627 382 501 872 736 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 69 Lane Group Flow (vph) 464 819 627 613 1000 627 382 501 872 667 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 46.2 150.0 29.3 46.5 150.0 42.0 71.0 42.0 71.3 Effective Green, g (s) 29.0 46.2 150.0 29.3 46.5 150.0 42.0 71.0 42.0 71.3 Actuated g/C Ratio 0.19 0.31 1.00 0.20 0.31 1.00 0.28 0.47 0.28 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1483 1500 635 1493 1500 910 1408 910 1254 v/s Ratio Prot c0.14 c0.17 c0.19 0.21 0.12 0.07 c0.27 0.10 v/s Ratio Perm 0.42 0.42 0.12 0.15 v/c Ratio 0.74 0.55 0.42 0.97 0.67 0.42 0.42 0.36 0.96 0.53 Uniform Delay, d1 56.9 43.3 0.0 59.8 45.1 0.0 44.1 25.0 53.1 27.6 Progression Factor 0.92 0.92 1.00 0.97 0.86 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.2 1.2 0.7 23.4 1.9 0.7 0.1 0.1 20.0 0.2 Delay (s) 55.6 40.9 0.7 81.6 40.7 0.7 44.2 25.1 73.1 27.9 Level of Service E D A F D A D C E C Approach Delay (s) 31.3 40.7 Approach LOS C D Intersection Summary HCM 2000 Control Delay 39.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 7 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 312 326 196 335 619 450 127 1012 178 369 1466 517 v/c Ratio 0.90 0.49 0.43 1.00 0.96 0.75 0.71 0.55 0.26 0.77 0.97 0.62 Control Delay 93.6 55.7 9.4 114.9 84.8 41.7 53.5 38.4 5.4 74.4 40.2 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 93.6 55.7 9.4 114.9 84.8 41.7 53.5 38.4 5.4 74.4 40.2 7.1 Queue Length 50th (ft) 157 150 0 171 318 327 74 285 0 168 519 53 Queue Length 95th (ft) #241 202 70 #279 #442 448 145 350 53 m201 m#950 m200 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 455 335 648 646 257 1835 681 585 1511 838 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.49 0.43 1.00 0.96 0.70 0.49 0.55 0.26 0.63 0.97 0.62 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 281 293 176 328 607 441 118 941 166 354 1407 496 Future Volume (vph) 281 293 176 328 607 441 118 941 166 354 1407 496 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 104 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 312 326 196 335 619 450 127 1012 178 369 1466 517 RTOR Reduction (vph) 0 0 156 0 0 42 0 0 110 0 0 162 Lane Group Flow (vph) 312 326 40 335 619 408 127 1012 68 369 1466 355 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 16.6 30.6 30.6 16.0 30.0 52.3 79.4 57.1 57.1 22.3 67.6 67.6 Effective Green, g (s) 16.6 30.6 30.6 16.0 30.0 52.3 79.4 57.1 57.1 22.3 67.6 67.6 Actuated g/C Ratio 0.11 0.20 0.20 0.11 0.20 0.35 0.53 0.38 0.38 0.15 0.45 0.45 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 347 661 295 335 648 563 178 1834 571 483 1511 676 v/s Ratio Prot 0.10 0.10 c0.11 c0.19 c0.11 0.06 0.21 0.11 c0.44 v/s Ratio Perm 0.03 0.17 0.32 0.05 0.24 v/c Ratio 0.90 0.49 0.14 1.00 0.96 0.72 0.71 0.55 0.12 0.76 0.97 0.53 Uniform Delay, d1 65.9 52.8 48.9 67.0 59.3 42.6 37.2 36.4 30.1 61.3 40.2 29.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 0.63 0.36 Incremental Delay, d2 24.2 0.2 0.1 49.2 24.6 4.3 10.7 1.2 0.4 4.8 13.6 2.1 Delay (s) 90.1 53.0 48.9 116.2 83.9 46.9 47.9 37.6 30.6 71.7 39.0 12.6 Level of Service F D D F F D D D C E D B Approach Delay (s) 65.9 79.7 37.7 38.3 Approach LOS E E D D Intersection Summary HCM 2000 Control Delay 51.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.98 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 94.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build without Tanner Creek PM Shoulder Hour Synchro 9 Report Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 281 293 176 328 607 441 118 941 166 354 1407 496 Future Volume (veh/h) 281 293 176 328 607 441 118 941 166 354 1407 496 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 312 326 196 335 619 450 127 1012 178 369 1466 517 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 353 678 302 349 673 498 149 1938 602 430 1612 719 Arrive On Green 0.11 0.20 0.20 0.11 0.20 0.20 0.05 0.40 0.40 0.04 0.16 0.16 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 312 326 196 335 619 450 127 1012 178 369 1466 517 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 14.1 12.8 18.0 15.3 27.0 30.0 5.9 23.8 12.1 16.8 64.2 49.1 Cycle Q Clear(g_c), s 14.1 12.8 18.0 15.3 27.0 30.0 5.9 23.8 12.1 16.8 64.2 49.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 353 678 302 349 673 498 149 1938 602 430 1612 719 V/C Ratio(X) 0.88 0.48 0.65 0.96 0.92 0.90 0.85 0.52 0.30 0.86 0.91 0.72 Avail Cap(c_a), veh/h 371 696 310 349 673 498 273 1938 602 589 1612 719 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.64 0.64 0.64 Uniform Delay (d), s/veh 66.0 53.0 55.0 66.7 58.8 47.9 35.7 34.1 30.6 70.4 60.0 53.6 Incr Delay (d2), s/veh 19.8 0.2 3.5 37.1 17.7 19.7 5.2 1.0 1.3 5.5 6.2 4.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 5.4 7.0 8.1 13.0 18.5 2.5 9.4 4.6 7.8 30.5 20.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 85.7 53.2 58.5 103.8 76.5 67.6 40.8 35.1 31.8 75.9 66.2 57.6 LnGrp LOS F D E F E E D D C E E E Approach Vol, veh/h 834 1404 1317 2352 Approach Delay, s/veh 66.6 80.2 35.2 65.8 Approach LOS E F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 22.2 36.0 14.0 77.8 22.0 36.2 25.7 66.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 16.1 32.0 7.9 66.2 17.3 20.0 18.8 25.8 Green Ext Time (p_c), s 0.1 0.0 0.2 0.0 0.0 2.4 0.9 20.2 Intersection Summary HCM 6th Ctrl Delay 62.5 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. HCM 6th TWSC 1: SW 5th St & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 1 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1175 77 36 692 30 42 Future Vol, veh/h 1175 77 36 692 30 42 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1277 84 40 769 33 47 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1362 0 1785 682 Stage 1 - - - - 1320 - Stage 2 - - - - 465 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 501 - 73 392 Stage 1 - - - - 214 - Stage 2 - - - - 599 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 501 - 67 392 Mov Cap-2 Maneuver - - - - 194 - Stage 1 - - - - 214 - Stage 2 - - - - 551 - Approach EB WB NB HCM Control Delay, s 0 0.6 23.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 275 - - 501 - HCM Lane V/C Ratio 0.291 - - 0.08 - HCM Control Delay (s) 23.4 - - 12.8 - HCM Lane LOS C - - B - HCM 95th %tile Q(veh) 1.2 - - 0.3 - Queues 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 2 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1218 211 604 273 1174 81 v/c Ratio 0.87 0.65 0.32 0.49 0.75 0.15 Control Delay 43.2 69.4 16.0 40.2 44.9 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.2 69.4 16.0 40.2 44.9 7.0 Queue Length 50th (ft) 517 96 146 195 343 0 Queue Length 95th (ft) #690 137 185 284 400 37 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1406 404 1877 574 1596 559 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.87 0.52 0.32 0.48 0.74 0.14 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 818 364 190 544 0 0 0 0 246 1057 73 Future Volume (vph) 0 818 364 190 544 0 0 0 0 246 1057 73 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3198 3144 3241 1676 4657 1478 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3198 3144 3241 1676 4657 1478 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Adj. Flow (vph) 0 843 375 211 604 0 0 0 0 273 1174 81 RTOR Reduction (vph) 0 23 0 0 0 0 0 0 0 0 0 54 Lane Group Flow (vph) 0 1195 0 211 604 0 0 0 0 273 1174 27 Confl. Peds. (#/hr) 2 2 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 60.6 14.5 81.1 46.9 46.9 46.9 Effective Green, g (s) 60.6 14.5 81.1 46.9 46.9 46.9 Actuated g/C Ratio 0.43 0.10 0.58 0.33 0.33 0.33 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1384 325 1877 561 1560 495 v/s Ratio Prot c0.37 c0.07 0.19 c0.25 v/s Ratio Perm 0.16 0.02 v/c Ratio 0.86 0.65 0.32 0.49 0.75 0.05 Uniform Delay, d1 35.9 60.3 15.2 37.0 41.4 31.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.8 4.4 0.5 0.2 1.9 0.0 Delay (s) 41.7 64.7 15.7 37.2 43.3 31.6 Level of Service D E B D D C Approach Delay (s) 41.7 28.4 0.0 41.6 Approach LOS D C A D Intersection Summary HCM 2000 Control Delay 38.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 818 364 190 544 0 0 0 0 246 1057 73 Future Volume (veh/h) 0 818 364 190 544 0 0 0 0 246 1057 73 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 843 375 211 604 0 273 1174 81 Peak Hour Factor 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 1091 483 265 2036 0 522 1497 464 Arrive On Green 0.00 0.48 0.48 0.08 0.60 0.00 0.31 0.31 0.31 Sat Flow, veh/h 0 2358 1005 3274 3455 0 1688 4837 1499 Grp Volume(v), veh/h 0 624 594 211 604 0 273 1174 81 Grp Sat Flow(s),veh/h/ln 0 1683 1591 1637 1683 0 1688 1612 1499 Q Serve(g_s), s 0.0 42.8 43.3 8.9 12.1 0.0 18.7 31.0 5.5 Cycle Q Clear(g_c), s 0.0 42.8 43.3 8.9 12.1 0.0 18.7 31.0 5.5 Prop In Lane 0.00 0.63 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 810 765 265 2036 0 522 1497 464 V/C Ratio(X) 0.00 0.77 0.78 0.80 0.30 0.00 0.52 0.78 0.17 Avail Cap(c_a), veh/h 0 810 765 421 2036 0 579 1659 514 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.87 0.87 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 30.0 30.1 63.2 13.3 0.0 39.8 44.1 35.3 Incr Delay (d2), s/veh 0.0 4.4 4.9 4.8 0.3 0.0 0.3 2.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 17.7 17.0 3.8 4.5 0.0 7.8 12.5 5.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 34.4 34.9 68.0 13.6 0.0 40.1 46.1 35.3 LnGrp LOS A C C E B A D D D Approach Vol, veh/h 1218 815 1528 Approach Delay, s/veh 34.7 27.7 44.4 Approach LOS C C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 90.7 49.3 17.3 73.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 48.0 18.0 56.0 Max Q Clear Time (g_c+I1), s 14.1 33.0 10.9 45.3 Green Ext Time (p_c), s 10.7 10.3 0.5 8.1 Intersection Summary HCM 6th Ctrl Delay 37.3 HCM 6th LOS D Queues 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 5 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 95 976 573 267 892 473 v/c Ratio 0.36 0.83 0.56 0.33 0.35 0.54 Control Delay 35.8 48.0 48.0 17.6 16.7 18.7 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 Total Delay 35.8 48.1 48.0 17.6 16.7 18.7 Queue Length 50th (ft) 60 433 164 148 167 227 Queue Length 95th (ft) 104 523 214 218 199 329 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 407 2072 1753 880 2774 942 Starvation Cap Reductn 0 219 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.53 0.33 0.30 0.32 0.50 Intersection Summary HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 88 908 0 0 474 70 270 784 430 0 0 0 Future Volume (vph) 88 908 0 0 474 70 270 784 430 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4567 1442 4545 1500 Flt Permitted 0.31 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 556 3353 4567 1442 4545 1500 Peak-hour factor, PHF 0.93 0.93 0.93 0.95 0.95 0.95 0.91 0.91 0.91 0.94 0.94 0.94 Adj. Flow (vph) 95 976 0 0 499 74 297 862 473 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 0 29 0 0 0 Lane Group Flow (vph) 95 976 0 0 561 0 267 892 444 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 40.6 46.6 29.5 74.6 74.6 74.6 Effective Green, g (s) 40.6 46.6 29.5 74.6 74.6 74.6 Actuated g/C Ratio 0.30 0.35 0.22 0.56 0.56 0.56 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 262 1173 1011 807 2545 840 v/s Ratio Prot 0.03 c0.29 0.12 0.19 0.20 v/s Ratio Perm 0.08 c0.30 v/c Ratio 0.36 0.83 0.55 0.33 0.35 0.53 Uniform Delay, d1 34.4 39.7 46.0 15.8 16.0 18.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 5.2 0.7 0.3 0.1 0.8 Delay (s) 34.7 44.9 46.7 16.2 16.2 19.1 Level of Service C D D B B B Approach Delay (s) 44.0 46.7 17.0 0.0 Approach LOS D D B A Intersection Summary HCM 2000 Control Delay 31.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 133.2 Sum of lost time (s) 18.0 Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 7 HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes. Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 8 Lane Group EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 61 120 178 81 31 1784 330 81 1803 19 v/c Ratio 0.34 0.38 0.62 0.25 0.37 0.74 0.33 0.58 0.64 0.02 Control Delay 68.9 3.3 70.2 1.9 73.9 26.0 6.6 60.5 38.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.9 3.3 70.2 1.9 73.9 26.0 6.6 60.5 38.5 0.0 Queue Length 50th (ft) 28 0 81 0 25 595 80 76 553 0 Queue Length 95th (ft) 52 0 119 0 m37 m665 m102 m102 626 m0 Internal Link Dist (ft) 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 197 328 583 435 150 2400 1012 165 2803 959 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.37 0.31 0.19 0.21 0.74 0.33 0.49 0.64 0.02 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 55 0 108 160 0 73 29 1677 310 6 67 1623 Future Volume (vph) 55 0 108 160 0 73 29 1677 310 6 67 1623 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 0.97 1.00 1.00 0.91 1.00 1.00 0.91 Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1700 3144 1450 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1700 3144 1450 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 61 0 120 178 0 81 31 1784 330 7 74 1803 RTOR Reduction (vph) 0 0 113 0 0 74 0 0 165 0 0 0 Lane Group Flow (vph) 61 0 7 178 0 7 31 1784 165 0 81 1803 Turn Type Split Perm Split Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 7.7 7.7 12.9 12.9 5.1 69.8 69.8 11.6 78.3 Effective Green, g (s) 7.7 7.7 12.9 12.9 5.1 69.8 69.8 11.6 78.3 Actuated g/C Ratio 0.06 0.06 0.09 0.09 0.04 0.50 0.50 0.08 0.56 Clearance Time (s) 11.5 11.5 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 178 93 289 133 59 2402 847 138 2694 v/s Ratio Prot c0.02 c0.06 0.02 c0.37 c0.05 c0.37 v/s Ratio Perm 0.00 0.01 0.10 v/c Ratio 0.34 0.07 0.62 0.06 0.53 0.74 0.19 0.59 0.67 Uniform Delay, d1 63.7 62.8 61.2 58.0 66.3 27.9 19.5 61.9 21.7 Progression Factor 1.00 1.00 1.00 1.00 1.03 0.83 2.52 0.79 1.74 Incremental Delay, d2 0.8 0.2 3.3 0.1 2.7 1.5 0.4 3.8 1.0 Delay (s) 64.6 63.0 64.5 58.1 71.0 24.8 49.4 52.5 38.8 Level of Service E E E E E C D D D Approach Delay (s) 63.5 62.5 29.3 39.1 Approach LOS E E C D Intersection Summary HCM 2000 Control Delay 36.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 83.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 10 Movement SBR Lane Configurations Traffic Volume (vph) 17 Future Volume (vph) 17 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 19 RTOR Reduction (vph) 8 Lane Group Flow (vph) 11 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 78.3 Effective Green, g (s) 78.3 Actuated g/C Ratio 0.56 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 838 v/s Ratio Prot v/s Ratio Perm 0.01 v/c Ratio 0.01 Uniform Delay, d1 13.7 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 13.7 Level of Service B Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 11 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 12 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 547 941 1069 889 528 454 682 462 424 541 v/c Ratio 0.84 0.73 0.71 0.98 0.31 0.30 0.96 0.34 0.60 0.33 Control Delay 76.5 66.9 12.7 55.3 16.9 0.4 79.1 21.1 53.1 11.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.5 66.9 12.7 55.3 16.9 0.4 79.1 21.1 53.1 11.0 Queue Length 50th (ft) 272 331 725 305 42 0 318 136 179 97 Queue Length 95th (ft) m253 m305 m612 #542 77 0 #438 180 236 135 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1296 1500 911 1683 1500 720 1350 720 1619 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.84 0.73 0.71 0.98 0.31 0.30 0.95 0.34 0.59 0.33 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 13 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 492 847 962 818 486 418 614 416 390 498 Future Volume (vph) 492 847 962 818 486 418 614 416 390 498 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 547 941 1069 889 528 454 682 462 424 541 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 70 Lane Group Flow (vph) 547 941 1069 889 528 454 682 462 424 471 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.0 37.7 140.0 39.2 48.9 140.0 30.6 58.6 30.6 69.8 Effective Green, g (s) 28.0 37.7 140.0 39.2 48.9 140.0 30.6 58.6 30.6 69.8 Actuated g/C Ratio 0.20 0.27 1.00 0.28 0.35 1.00 0.22 0.42 0.22 0.50 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1297 1500 910 1682 1500 710 1274 710 1316 v/s Ratio Prot 0.17 0.20 c0.27 0.11 0.21 0.07 0.13 0.10 v/s Ratio Perm c0.71 0.30 0.10 0.08 v/c Ratio 0.84 0.73 0.71 0.98 0.31 0.30 0.96 0.36 0.60 0.36 Uniform Delay, d1 53.9 46.5 0.0 50.0 33.3 0.0 54.1 27.9 49.2 21.4 Progression Factor 1.40 1.42 1.00 0.65 0.49 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.3 0.3 21.0 0.4 0.4 24.2 0.1 0.9 0.1 Delay (s) 76.2 66.5 0.3 53.7 16.8 0.4 78.3 28.0 50.1 21.5 Level of Service E E A D B A E C D C Approach Delay (s) 40.9 30.4 Approach LOS D C Intersection Summary HCM 2000 Control Delay 39.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.96 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 14 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 552 762 81 110 169 276 72 1789 469 439 880 278 v/c Ratio 1.23 0.86 0.17 0.53 0.26 0.46 0.28 1.08 0.66 0.93 0.58 0.34 Control Delay 170.1 58.8 2.9 72.1 47.9 26.3 20.0 91.9 18.7 86.0 41.0 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 170.1 58.8 2.9 72.1 47.9 26.3 20.0 91.9 18.7 86.0 41.0 11.7 Queue Length 50th (ft) ~319 340 0 51 67 138 32 ~666 133 ~227 329 29 Queue Length 95th (ft) #436 #454 16 81 102 223 60 #762 263 #339 440 96 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 889 482 359 694 602 338 1651 708 471 1508 822 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.23 0.86 0.17 0.31 0.24 0.46 0.21 1.08 0.66 0.93 0.58 0.34 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 497 686 73 99 152 248 68 1682 441 395 792 250 Future Volume (vph) 497 686 73 99 152 248 68 1682 441 395 792 250 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.21 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 375 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 552 762 81 110 169 276 72 1789 469 439 880 278 RTOR Reduction (vph) 0 0 59 0 0 46 0 0 195 0 0 149 Lane Group Flow (vph) 552 762 22 110 169 230 72 1789 274 439 880 129 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Effective Green, g (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Actuated g/C Ratio 0.14 0.27 0.27 0.07 0.20 0.34 0.49 0.34 0.34 0.15 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 449 888 397 208 641 559 243 1651 514 471 1480 662 v/s Ratio Prot c0.18 c0.24 0.03 0.05 0.06 0.01 c0.37 c0.13 0.26 v/s Ratio Perm 0.02 0.10 0.13 0.18 0.09 v/c Ratio 1.23 0.86 0.06 0.53 0.26 0.41 0.30 1.08 0.53 0.93 0.59 0.19 Uniform Delay, d1 60.0 48.2 37.4 63.2 47.5 35.2 21.0 46.0 37.0 59.2 29.6 23.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.01 1.29 2.96 Incremental Delay, d2 121.5 8.0 0.0 1.1 0.2 0.4 0.2 48.6 3.9 24.5 1.7 0.6 Delay (s) 181.5 56.2 37.5 64.4 47.7 35.6 21.3 94.6 40.9 84.3 39.9 71.4 Level of Service F E D E D D C F D F D E Approach Delay (s) 104.7 45.0 81.5 57.6 Approach LOS F D F E Intersection Summary HCM 2000 Control Delay 77.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 90.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 497 686 73 99 152 248 68 1682 441 395 792 250 Future Volume (veh/h) 497 686 73 99 152 248 68 1682 441 395 792 250 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 552 762 81 110 169 276 72 1789 469 439 880 278 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 468 925 412 156 605 463 323 1826 567 421 1588 708 Arrive On Green 0.14 0.27 0.27 0.05 0.18 0.18 0.03 0.38 0.38 0.26 0.94 0.94 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 552 762 81 110 169 276 72 1789 469 439 880 278 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 20.0 29.7 5.8 4.6 6.1 21.8 3.1 51.1 39.6 18.0 4.4 2.3 Cycle Q Clear(g_c), s 20.0 29.7 5.8 4.6 6.1 21.8 3.1 51.1 39.6 18.0 4.4 2.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 468 925 412 156 605 463 323 1826 567 421 1588 708 V/C Ratio(X) 1.18 0.82 0.20 0.70 0.28 0.60 0.22 0.98 0.83 1.04 0.55 0.39 Avail Cap(c_a), veh/h 468 925 412 374 721 515 446 1826 567 421 1588 708 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 Uniform Delay (d), s/veh 60.0 47.6 38.9 65.7 49.6 41.1 17.9 43.0 39.4 52.0 2.2 2.2 Incr Delay (d2), s/veh 101.3 5.7 0.1 2.2 0.2 1.3 0.1 16.7 13.0 53.7 1.3 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.8 13.0 2.2 2.0 2.6 8.2 1.2 22.8 16.4 9.6 1.1 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 161.3 53.4 39.0 67.8 49.8 42.3 18.0 59.8 52.5 105.7 3.5 3.7 LnGrp LOS F D D E D D B E D F A A Approach Vol, veh/h 1395 555 2330 1597 Approach Delay, s/veh 95.2 49.6 57.0 31.6 Approach LOS F D E C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 26.0 31.1 10.8 72.0 12.7 44.5 24.0 58.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 22.0 23.8 5.1 6.4 6.6 31.7 20.0 53.1 Green Ext Time (p_c), s 0.0 1.3 0.1 23.7 0.1 1.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 58.5 HCM 6th LOS E HCM 6th TWSC 7: Corporate Drive & SW 5th St 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 18 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 1 1 86 18 1 Future Vol, veh/h 4 1 1 86 18 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 1 1 96 20 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 97 0 - 0 58 49 Stage 1 - - - - 49 - Stage 2 - - - - 9 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1496 - - - 949 1020 Stage 1 - - - - 973 - Stage 2 - - - - 1014 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1496 - - - 946 1020 Mov Cap-2 Maneuver - - - - 946 - Stage 1 - - - - 970 - Stage 2 - - - - 1014 - Approach EB WB SB HCM Control Delay, s 5.9 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1496 - - - 950 HCM Lane V/C Ratio 0.003 - - - 0.022 HCM Control Delay (s) 7.4 0 - - 8.9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 6th TWSC 8: Waltman Lane & Corporate Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Synchro 9 Report Page 19 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 60 10 0 0 0 Future Vol, veh/h 0 60 10 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 67 11 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 11 0 - 0 78 11 Stage 1 - - - - 11 - Stage 2 - - - - 67 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1608 - - - 925 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 956 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1608 - - - 925 1070 Mov Cap-2 Maneuver - - - - 925 - Stage 1 - - - - 1012 - Stage 2 - - - - 956 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1608 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - - - 0 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC 1: SW 5th St & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 972 35 23 1387 95 101 Future Vol, veh/h 972 35 23 1387 95 101 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1057 38 25 1524 106 112 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1096 0 1889 549 Stage 1 - - - - 1077 - Stage 2 - - - - 812 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 633 - ~ 62 480 Stage 1 - - - - 288 - Stage 2 - - - - 397 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 632 - ~ 59 480 Mov Cap-2 Maneuver - - - - 224 - Stage 1 - - - - 288 - Stage 2 - - - - 381 - Approach EB WB NB HCM Control Delay, s 0 0.2 40.3 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 309 - - 632 - HCM Lane V/C Ratio 0.705 - - 0.04 - HCM Control Delay (s) 40.3 - - 10.9 - HCM Lane LOS E - - B - HCM 95th %tile Q(veh) 5 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Queues 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 2 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1119 383 1248 171 1404 171 v/c Ratio 1.03 0.78 0.72 0.26 0.78 0.28 Control Delay 82.5 72.1 29.6 32.8 44.1 20.5 Queue Delay 0.0 0.0 28.8 0.0 0.0 0.0 Total Delay 82.5 72.1 58.4 32.8 44.1 20.5 Queue Length 50th (ft) ~605 188 475 114 439 69 Queue Length 95th (ft) #810 237 562 174 501 128 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1084 607 1728 648 1800 612 Starvation Cap Reductn 0 0 539 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.03 0.63 1.05 0.26 0.78 0.28 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 652 422 364 1186 0 0 0 0 161 1320 161 Future Volume (vph) 0 652 422 364 1186 0 0 0 0 161 1320 161 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3155 3144 3241 1676 4657 1480 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3155 3144 3241 1676 4657 1480 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.97 0.97 0.97 0.94 0.94 0.94 Adj. Flow (vph) 0 679 440 383 1248 0 0 0 0 171 1404 171 RTOR Reduction (vph) 0 21 0 0 0 0 0 0 0 0 0 40 Lane Group Flow (vph) 0 1098 0 383 1248 0 0 0 0 171 1404 131 Confl. Peds. (#/hr) 1 1 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 50.6 23.4 80.0 58.0 58.0 58.0 Effective Green, g (s) 50.6 23.4 80.0 58.0 58.0 58.0 Actuated g/C Ratio 0.34 0.16 0.53 0.39 0.39 0.39 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1064 490 1728 648 1800 572 v/s Ratio Prot c0.35 0.12 c0.39 c0.30 v/s Ratio Perm 0.10 0.09 v/c Ratio 1.03 0.78 0.72 0.26 0.78 0.23 Uniform Delay, d1 49.7 60.8 26.6 31.4 40.4 31.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 36.3 7.9 2.7 0.1 2.1 0.1 Delay (s) 86.0 68.8 29.2 31.5 42.5 31.0 Level of Service F E C C D C Approach Delay (s) 86.0 38.5 0.0 40.3 Approach LOS F D A D Intersection Summary HCM 2000 Control Delay 51.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 86.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 652 422 364 1186 0 0 0 0 161 1320 161 Future Volume (veh/h) 0 652 422 364 1186 0 0 0 0 161 1320 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 679 440 383 1248 0 171 1404 171 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 750 485 446 1881 0 609 1747 542 Arrive On Green 0.00 0.38 0.38 0.14 0.56 0.00 0.36 0.36 0.36 Sat Flow, veh/h 0 2049 1267 3274 3455 0 1688 4837 1500 Grp Volume(v), veh/h 0 583 536 383 1248 0 171 1404 171 Grp Sat Flow(s),veh/h/ln 0 1683 1544 1637 1683 0 1688 1612 1500 Q Serve(g_s), s 0.0 49.0 49.3 17.2 39.0 0.0 10.8 39.2 12.3 Cycle Q Clear(g_c), s 0.0 49.0 49.3 17.2 39.0 0.0 10.8 39.2 12.3 Prop In Lane 0.00 0.82 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 644 591 446 1881 0 609 1747 542 V/C Ratio(X) 0.00 0.90 0.91 0.86 0.66 0.00 0.28 0.80 0.32 Avail Cap(c_a), veh/h 0 644 591 633 1881 0 653 1870 580 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.39 0.39 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 43.7 43.8 63.4 23.2 0.0 34.1 43.1 34.5 Incr Delay (d2), s/veh 0.0 16.2 17.7 3.5 0.7 0.0 0.1 2.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 22.8 21.3 7.3 15.1 0.0 4.5 15.9 11.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 59.9 61.5 66.8 23.9 0.0 34.2 45.4 34.7 LnGrp LOS A E E E C A C D C Approach Vol, veh/h 1119 1631 1746 Approach Delay, s/veh 60.7 34.0 43.2 Approach LOS E C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 89.8 60.2 26.4 63.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 58.0 29.0 45.0 Max Q Clear Time (g_c+I1), s 41.0 41.2 19.2 51.3 Green Ext Time (p_c), s 23.7 13.0 1.3 0.0 Intersection Summary HCM 6th Ctrl Delay 44.2 HCM 6th LOS D Queues 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 5 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 142 749 1313 490 1669 286 v/c Ratio 0.74 0.51 0.93 0.69 0.75 0.36 Control Delay 60.5 34.9 65.8 38.8 36.2 14.9 Queue Delay 0.0 0.7 0.0 0.0 0.0 0.0 Total Delay 60.5 35.6 65.8 38.8 36.2 14.9 Queue Length 50th (ft) 100 303 489 454 538 94 Queue Length 95th (ft) 180 364 #626 676 658 179 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 296 1671 1415 709 2236 804 Starvation Cap Reductn 0 554 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.67 0.93 0.69 0.75 0.36 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 128 674 0 0 1033 162 511 1518 269 0 0 0 Future Volume (vph) 128 674 0 0 1033 162 511 1518 269 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4562 1442 4546 1500 Flt Permitted 0.08 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 141 3353 4562 1442 4546 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 0.98 0.98 0.98 Adj. Flow (vph) 142 749 0 0 1135 178 544 1615 286 0 0 0 RTOR Reduction (vph) 0 0 0 0 12 0 0 0 67 0 0 0 Lane Group Flow (vph) 142 749 0 0 1301 0 490 1669 219 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 64.6 70.6 50.1 80.1 80.1 80.1 Effective Green, g (s) 64.6 70.6 50.1 80.1 80.1 80.1 Actuated g/C Ratio 0.40 0.43 0.31 0.49 0.49 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 192 1454 1404 709 2238 738 v/s Ratio Prot c0.07 0.22 c0.29 0.34 c0.37 v/s Ratio Perm 0.23 0.15 v/c Ratio 0.74 0.52 0.93 0.69 0.75 0.30 Uniform Delay, d1 38.0 33.6 54.5 31.8 33.1 24.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.1 0.3 10.7 3.1 1.5 0.3 Delay (s) 50.1 33.9 65.2 34.9 34.6 24.9 Level of Service D C E C C C Approach Delay (s) 36.5 65.2 33.5 0.0 Approach LOS D E C A Intersection Summary HCM 2000 Control Delay 43.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 162.7 Sum of lost time (s) 18.0 Intersection Capacity Utilization 86.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 3: Main Street & Franklin Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 7 HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes. Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 66 1 126 531 3 191 132 2065 368 193 2134 68 v/c Ratio 0.39 0.01 0.53 0.91 0.01 0.47 0.96 1.13 0.44 0.90 1.01 0.09 Control Delay 75.6 67.0 12.8 79.9 50.0 12.7 127.0 95.0 7.1 97.7 56.0 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.6 67.0 12.8 79.9 50.0 12.7 127.0 95.0 7.1 97.7 56.0 0.2 Queue Length 50th (ft) 32 1 0 263 2 11 ~129 ~884 88 193 ~518 0 Queue Length 95th (ft) 59 8 37 #367 12 85 m#269 #966 121 m#269 m#855 m0 Internal Link Dist (ft) 694 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 595 323 415 138 1832 829 223 2103 747 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.36 0.01 0.52 0.89 0.01 0.46 0.96 1.13 0.44 0.87 1.01 0.09 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 59 1 113 483 3 174 127 1982 353 13 165 1963 Future Volume (vph) 59 1 113 483 3 174 127 1982 353 13 165 1963 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 66 1 126 531 3 191 132 2065 368 14 179 2134 RTOR Reduction (vph) 0 0 119 0 0 145 0 0 183 0 0 0 Lane Group Flow (vph) 66 1 7 531 3 46 132 2065 185 0 193 2134 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 7.8 7.8 7.8 27.9 27.9 27.9 12.8 57.1 57.1 19.2 65.5 Effective Green, g (s) 7.8 7.8 7.8 27.9 27.9 27.9 12.8 57.1 57.1 19.2 65.5 Actuated g/C Ratio 0.05 0.05 0.05 0.19 0.19 0.19 0.09 0.38 0.38 0.13 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 169 88 88 584 317 265 138 1834 647 214 2103 v/s Ratio Prot c0.02 0.00 c0.17 0.00 0.08 c0.43 c0.12 c0.44 v/s Ratio Perm 0.00 0.03 0.11 v/c Ratio 0.39 0.01 0.07 0.91 0.01 0.17 0.96 1.13 0.29 0.90 1.01 Uniform Delay, d1 68.8 67.4 67.7 59.8 49.8 51.4 68.3 46.4 32.3 64.5 42.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.02 0.69 0.77 1.06 0.86 Incremental Delay, d2 1.1 0.0 0.3 18.0 0.0 0.2 55.4 63.1 0.9 27.0 19.8 Delay (s) 69.9 67.5 67.9 77.8 49.8 51.6 125.1 95.2 25.8 95.6 56.2 Level of Service E E E E D D F F C F E Approach Delay (s) 68.6 70.8 86.8 58.5 Approach LOS E E F E Intersection Summary HCM 2000 Control Delay 72.7 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.03 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 100.1% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 10 Movement SBR Lane Configurations Traffic Volume (vph) 63 Future Volume (vph) 63 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 68 RTOR Reduction (vph) 38 Lane Group Flow (vph) 30 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 65.5 Effective Green, g (s) 65.5 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 638 v/s Ratio Prot v/s Ratio Perm 0.02 v/c Ratio 0.05 Uniform Delay, d1 24.3 Progression Factor 1.00 Incremental Delay, d2 0.1 Delay (s) 24.4 Level of Service C Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 11 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 12 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 554 999 747 778 1214 793 508 598 1038 925 v/c Ratio 0.88 0.68 0.50 1.24 0.83 0.53 0.55 0.40 1.11 0.60 Control Delay 63.6 41.8 1.7 150.6 29.4 1.6 47.9 19.2 114.3 19.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.6 41.8 1.7 150.6 29.4 1.6 47.9 19.2 114.3 19.7 Queue Length 50th (ft) 278 341 30 ~478 363 0 217 180 ~597 279 Queue Length 95th (ft) m#344 m381 m22 m#494 m373 m0 277 228 #734 352 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 628 1461 1500 932 1496 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.68 0.50 1.24 0.83 0.53 0.55 0.40 1.11 0.60 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 13 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 537 969 725 700 1093 714 457 538 986 879 Future Volume (vph) 537 969 725 700 1093 714 457 538 986 879 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 554 999 747 778 1214 793 508 598 1038 925 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 554 999 747 778 1214 793 508 598 1038 857 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.19 0.30 1.00 0.29 0.48 0.29 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 628 1461 1500 932 1425 932 1267 v/s Ratio Prot c0.17 c0.21 c0.24 0.25 0.16 0.08 c0.32 0.13 v/s Ratio Perm 0.50 0.53 0.15 0.19 v/c Ratio 0.88 0.68 0.50 1.24 0.83 0.53 0.55 0.42 1.11 0.68 Uniform Delay, d1 58.8 45.9 0.0 60.5 48.7 0.0 45.2 25.4 53.5 30.0 Progression Factor 0.88 0.87 1.00 0.75 0.57 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.3 1.7 0.8 111.6 1.7 0.4 0.4 0.1 65.9 1.1 Delay (s) 61.3 41.6 0.8 157.1 29.2 0.4 45.6 25.5 119.4 31.2 Level of Service E D A F C A D C F C Approach Delay (s) 33.1 56.8 Approach LOS C E Intersection Summary HCM 2000 Control Delay 52.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.02 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 14 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 373 389 233 399 738 536 152 1231 212 438 1766 616 v/c Ratio 1.05 0.58 0.48 1.19 1.14 0.86 0.77 0.71 0.31 0.82 1.21 0.75 Control Delay 123.0 57.7 9.3 166.7 132.7 49.8 60.0 44.2 5.3 71.2 126.1 14.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 123.0 57.7 9.3 166.7 132.7 49.8 60.0 44.2 5.3 71.2 126.1 14.3 Queue Length 50th (ft) ~203 182 0 ~241 ~442 417 97 386 0 198 ~1094 187 Queue Length 95th (ft) #311 240 75 #351 #573 #602 175 445 57 m224 m#1183 m335 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 484 335 648 646 258 1741 677 585 1463 819 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.05 0.58 0.48 1.19 1.14 0.83 0.59 0.71 0.31 0.75 1.21 0.75 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 16 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 336 350 210 391 723 525 141 1145 197 420 1695 591 Future Volume (vph) 336 350 210 391 723 525 141 1145 197 420 1695 591 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 108 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 373 389 233 399 738 536 152 1231 212 438 1766 616 RTOR Reduction (vph) 0 0 185 0 0 41 0 0 135 0 0 164 Lane Group Flow (vph) 373 389 48 399 738 495 152 1231 77 438 1766 452 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 17.0 31.0 31.0 16.0 30.0 54.8 79.0 54.2 54.2 24.8 65.5 65.5 Effective Green, g (s) 17.0 31.0 31.0 16.0 30.0 54.8 79.0 54.2 54.2 24.8 65.5 65.5 Actuated g/C Ratio 0.11 0.21 0.21 0.11 0.20 0.37 0.53 0.36 0.36 0.17 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 356 669 299 335 648 587 198 1740 542 537 1464 655 v/s Ratio Prot 0.12 0.12 c0.13 c0.23 c0.14 0.07 0.26 0.13 c0.53 v/s Ratio Perm 0.03 0.20 0.34 0.05 0.30 v/c Ratio 1.05 0.58 0.16 1.19 1.14 0.84 0.77 0.71 0.14 0.82 1.21 0.69 Uniform Delay, d1 66.5 53.7 48.8 67.0 60.0 43.7 42.2 41.1 32.2 60.4 42.2 34.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.07 0.73 0.58 Incremental Delay, d2 60.7 0.8 0.1 111.7 80.2 10.5 14.7 2.5 0.5 4.8 96.3 3.0 Delay (s) 127.2 54.5 48.9 178.7 140.2 54.1 56.9 43.6 32.8 69.2 127.0 22.9 Level of Service F D D F F D E D C E F C Approach Delay (s) 80.5 121.8 43.4 95.3 Approach LOS F F D F Intersection Summary HCM 2000 Control Delay 87.8 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.18 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 108.9% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 17 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 336 350 210 391 723 525 141 1145 197 420 1695 591 Future Volume (veh/h) 336 350 210 391 723 525 141 1145 197 420 1695 591 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 373 389 233 399 738 536 152 1231 212 438 1766 616 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 696 310 349 673 528 174 1814 563 497 1522 679 Arrive On Green 0.11 0.21 0.21 0.11 0.20 0.20 0.07 0.37 0.37 0.05 0.15 0.15 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 373 389 233 399 738 536 152 1231 212 438 1766 616 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 32.0 15.4 19.9 67.8 60.6 Cycle Q Clear(g_c), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 32.0 15.4 19.9 67.8 60.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 696 310 349 673 528 174 1814 563 497 1522 679 V/C Ratio(X) 1.01 0.56 0.75 1.14 1.10 1.01 0.87 0.68 0.38 0.88 1.16 0.91 Avail Cap(c_a), veh/h 371 696 310 349 673 528 262 1814 563 589 1522 679 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.42 0.42 0.42 Uniform Delay (d), s/veh 66.5 53.4 55.9 67.0 60.0 48.6 44.6 39.3 34.1 69.9 63.8 60.7 Incr Delay (d2), s/veh 48.1 0.6 8.8 92.7 63.9 42.9 13.2 2.1 1.9 5.8 75.7 9.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.5 6.6 9.0 11.1 18.6 25.6 6.3 12.9 5.9 9.2 46.8 26.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 114.6 54.0 64.7 159.7 123.9 91.6 57.8 41.4 36.0 75.7 139.5 69.7 LnGrp LOS F D E F F F E D D E F E Approach Vol, veh/h 995 1673 1595 2820 Approach Delay, s/veh 79.2 122.1 42.2 114.4 Approach LOS E F D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 36.0 17.2 73.8 22.0 37.0 28.8 62.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 19.0 32.0 11.1 69.8 18.0 23.9 21.9 34.0 Green Ext Time (p_c), s 0.0 0.0 0.2 0.0 0.0 2.2 0.8 16.1 Intersection Summary HCM 6th Ctrl Delay 95.0 HCM 6th LOS F Notes User approved pedestrian interval to be less than phase max green. HCM 6th TWSC 7: Corporate Drive & SW 5th St 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 18 Intersection Int Delay, s/veh 4.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 58 65 1 Future Vol, veh/h 0 0 0 58 65 1 Conflicting Peds, #/hr 2 0 0 2 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 64 72 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 66 0 - 0 34 34 Stage 1 - - - - 34 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1536 - - - 979 1039 Stage 1 - - - - 988 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1533 - - - 975 1037 Mov Cap-2 Maneuver - - - - 975 - Stage 1 - - - - 986 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1533 - - - 976 HCM Lane V/C Ratio - - - - 0.075 HCM Control Delay (s) 0 - - - 9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 6th TWSC 8: Waltman Lane & Corporate Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Synchro 9 Report Page 19 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 60 10 0 0 0 Future Vol, veh/h 0 60 10 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 67 11 0 0 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 11 0 - 0 78 11 Stage 1 - - - - 11 - Stage 2 - - - - 67 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1608 - - - 925 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 956 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1608 - - - 925 1070 Mov Cap-2 Maneuver - - - - 925 - Stage 1 - - - - 1012 - Stage 2 - - - - 956 - Approach EB WB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1608 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - - - 0 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - - Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Shoulder Hour Synchro 9 Report Page 1 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 393 679 769 654 387 339 494 332 304 393 v/c Ratio 0.60 0.40 0.51 0.85 0.21 0.23 0.84 0.26 0.51 0.28 Control Delay 73.6 55.4 4.9 46.1 20.8 0.3 68.1 22.2 54.3 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.6 55.4 4.9 46.1 20.8 0.3 68.1 22.2 54.3 11.7 Queue Length 50th (ft) 188 234 124 311 108 0 225 101 129 68 Queue Length 95th (ft) m243 m279 m347 292 75 0 277 127 170 85 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1685 1500 905 1859 1500 720 1253 720 1523 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.40 0.51 0.72 0.21 0.23 0.69 0.26 0.42 0.26 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Shoulder Hour Synchro 9 Report Page 2 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 354 611 692 602 356 312 445 299 280 362 Future Volume (vph) 354 611 692 602 356 312 445 299 280 362 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 393 679 769 654 387 339 494 332 304 393 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 81 Lane Group Flow (vph) 393 679 769 654 387 339 494 332 304 312 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.1 48.9 140.0 33.1 53.9 140.0 25.5 53.6 25.5 58.6 Effective Green, g (s) 28.1 48.9 140.0 33.1 53.9 140.0 25.5 53.6 25.5 58.6 Actuated g/C Ratio 0.20 0.35 1.00 0.24 0.38 1.00 0.18 0.38 0.18 0.42 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 652 1682 1500 768 1854 1500 592 1180 592 1105 v/s Ratio Prot 0.12 0.14 c0.20 0.08 c0.15 0.06 0.09 0.07 v/s Ratio Perm c0.51 0.23 0.07 0.05 v/c Ratio 0.60 0.40 0.51 0.85 0.21 0.23 0.83 0.28 0.51 0.28 Uniform Delay, d1 50.9 34.5 0.0 51.1 28.8 0.0 55.2 29.9 51.7 26.8 Progression Factor 1.37 1.51 1.00 0.70 0.70 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.5 0.9 7.9 0.2 0.3 9.4 0.0 0.3 0.1 Delay (s) 70.6 52.8 0.9 43.8 20.3 0.3 64.7 29.9 52.0 26.9 Level of Service E D A D C A E C D C Approach Delay (s) 34.9 26.5 Approach LOS C C Intersection Summary HCM 2000 Control Delay 35.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Shoulder Hour Synchro 9 Report Page 3 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Shoulder Hour Synchro 9 Report Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 397 549 58 79 121 199 51 1289 338 317 640 200 v/c Ratio 0.91 0.80 0.14 0.44 0.29 0.41 0.13 0.62 0.41 0.76 0.36 0.23 Control Delay 84.4 61.1 0.8 71.3 54.9 25.6 14.3 34.1 5.5 68.0 31.6 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.4 61.1 0.8 71.3 54.9 25.6 14.3 34.1 5.5 68.0 31.6 11.7 Queue Length 50th (ft) 185 252 0 36 53 92 18 331 8 155 211 39 Queue Length 95th (ft) #275 298 0 63 79 145 44 444 83 206 274 81 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 802 446 359 694 496 490 2079 830 442 1774 887 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.68 0.13 0.22 0.17 0.40 0.10 0.62 0.41 0.72 0.36 0.23 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Shoulder Hour Synchro 9 Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 357 494 52 71 109 179 48 1212 318 285 576 180 Future Volume (vph) 357 494 52 71 109 179 48 1212 318 285 576 180 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.36 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 628 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 397 549 58 79 121 199 51 1289 338 317 640 200 RTOR Reduction (vph) 0 0 46 0 0 52 0 0 183 0 0 96 Lane Group Flow (vph) 397 549 12 79 121 147 51 1289 155 317 640 104 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 19.5 29.8 29.8 7.9 18.2 36.1 78.3 60.4 60.4 17.9 72.9 72.9 Effective Green, g (s) 19.5 29.8 29.8 7.9 18.2 36.1 78.3 60.4 60.4 17.9 72.9 72.9 Actuated g/C Ratio 0.14 0.21 0.21 0.06 0.13 0.26 0.56 0.43 0.43 0.13 0.52 0.52 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 437 689 308 177 421 436 391 2078 647 415 1745 781 v/s Ratio Prot c0.13 c0.17 0.03 0.04 0.04 0.01 c0.27 c0.10 0.19 v/s Ratio Perm 0.01 0.06 0.07 0.10 0.07 v/c Ratio 0.91 0.80 0.04 0.45 0.29 0.34 0.13 0.62 0.24 0.76 0.37 0.13 Uniform Delay, d1 59.4 52.2 43.7 63.9 55.0 42.2 14.4 30.9 25.2 59.0 19.9 17.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.46 3.69 Incremental Delay, d2 21.9 6.0 0.0 0.7 0.3 0.3 0.1 1.4 0.9 7.6 0.6 0.3 Delay (s) 81.3 58.2 43.8 64.6 55.3 42.6 14.4 32.3 26.1 63.5 29.6 64.0 Level of Service F E D E E D B C C E C E Approach Delay (s) 66.5 50.8 30.5 44.8 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 44.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek AM Shoulder Hour Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 357 494 52 71 109 179 48 1212 318 285 576 180 Future Volume (veh/h) 357 494 52 71 109 179 48 1212 318 285 576 180 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 397 549 58 79 121 199 51 1289 338 317 640 200 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 442 797 355 121 467 374 447 2150 668 361 1764 787 Arrive On Green 0.13 0.24 0.24 0.04 0.14 0.14 0.03 0.44 0.44 0.22 1.00 1.00 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 397 549 58 79 121 199 51 1289 338 317 640 200 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 16.7 20.8 4.3 3.3 4.5 16.1 1.9 28.2 22.6 13.1 0.0 0.0 Cycle Q Clear(g_c), s 16.7 20.8 4.3 3.3 4.5 16.1 1.9 28.2 22.6 13.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 442 797 355 121 467 374 447 2150 668 361 1764 787 V/C Ratio(X) 0.90 0.69 0.16 0.65 0.26 0.53 0.11 0.60 0.51 0.88 0.36 0.25 Avail Cap(c_a), veh/h 468 818 365 374 721 487 575 2150 668 421 1764 787 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 59.6 48.7 42.4 66.5 53.9 45.5 14.3 29.4 27.9 53.6 0.0 0.0 Incr Delay (d2), s/veh 18.5 2.0 0.1 2.2 0.2 0.9 0.0 1.2 2.7 15.6 0.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.0 8.8 1.6 1.4 1.9 6.1 0.7 11.1 8.6 5.6 0.1 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 78.2 50.7 42.5 68.7 54.1 46.4 14.3 30.7 30.6 69.3 0.6 0.7 LnGrp LOS E D D E D D B C C E A A Approach Vol, veh/h 1004 399 1678 1157 Approach Delay, s/veh 61.1 53.1 30.2 19.4 Approach LOS E D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 24.9 25.4 10.3 79.4 11.2 39.1 21.4 68.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 18.7 18.1 3.9 2.0 5.3 22.8 15.1 30.2 Green Ext Time (p_c), s 0.2 1.4 0.0 16.4 0.1 3.9 0.3 16.5 Intersection Summary HCM 6th Ctrl Delay 36.7 HCM 6th LOS D Queues 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 64 1 124 446 3 160 131 1734 308 162 1793 67 v/c Ratio 0.38 0.01 0.53 0.84 0.01 0.42 0.85 0.88 0.36 0.82 0.84 0.09 Control Delay 75.3 67.0 12.3 75.0 50.0 9.8 99.2 34.9 6.1 90.2 35.4 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.3 67.0 12.3 75.0 50.0 9.8 99.2 34.9 6.1 90.2 35.4 0.2 Queue Length 50th (ft) 31 1 0 218 2 0 117 628 68 160 408 0 Queue Length 95th (ft) 57 8 36 279 12 58 #273 #730 102 m214 m481 m0 Internal Link Dist (ft) 694 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 586 318 402 155 1961 866 223 2133 755 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.01 0.51 0.76 0.01 0.40 0.85 0.88 0.36 0.73 0.84 0.09 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 58 1 112 406 3 146 126 1665 296 11 138 1650 Future Volume (vph) 58 1 112 406 3 146 126 1665 296 11 138 1650 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 64 1 124 446 3 160 131 1734 308 12 150 1793 RTOR Reduction (vph) 0 0 118 0 0 133 0 0 174 0 0 0 Lane Group Flow (vph) 64 1 6 446 3 27 131 1734 134 0 162 1793 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 7.8 7.8 7.8 25.4 25.4 25.4 14.4 61.0 61.0 17.8 66.4 Effective Green, g (s) 7.8 7.8 7.8 25.4 25.4 25.4 14.4 61.0 61.0 17.8 66.4 Actuated g/C Ratio 0.05 0.05 0.05 0.17 0.17 0.17 0.10 0.41 0.41 0.12 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 169 88 88 532 288 242 155 1959 691 198 2132 v/s Ratio Prot c0.02 0.00 c0.14 0.00 0.08 c0.36 c0.10 c0.37 v/s Ratio Perm 0.00 0.02 0.08 v/c Ratio 0.38 0.01 0.07 0.84 0.01 0.11 0.85 0.89 0.19 0.82 0.84 Uniform Delay, d1 68.8 67.4 67.7 60.3 51.8 52.8 66.7 41.3 28.7 64.5 37.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.68 1.25 1.05 0.86 Incremental Delay, d2 1.0 0.0 0.3 10.9 0.0 0.1 28.2 5.6 0.5 16.5 3.1 Delay (s) 69.8 67.5 67.9 71.2 51.9 52.9 92.1 33.8 36.5 84.5 34.9 Level of Service E E E E D D F C D F C Approach Delay (s) 68.6 66.3 37.7 38.5 Approach LOS E E D D Intersection Summary HCM 2000 Control Delay 42.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 90.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 3 Movement SBR Lane Configurations Traffic Volume (vph) 62 Future Volume (vph) 62 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 67 RTOR Reduction (vph) 37 Lane Group Flow (vph) 30 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 66.4 Effective Green, g (s) 66.4 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 647 v/s Ratio Prot v/s Ratio Perm 0.02 v/c Ratio 0.05 Uniform Delay, d1 23.8 Progression Factor 1.00 Incremental Delay, d2 0.1 Delay (s) 23.9 Level of Service C Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 4 HCM 6th Edition methodology expects strict NEMA phasing. Queues 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 5 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 464 843 627 661 1023 674 434 501 872 785 v/c Ratio 0.74 0.58 0.42 1.02 0.69 0.45 0.48 0.34 0.96 0.51 Control Delay 58.5 41.6 1.3 76.5 28.3 0.6 46.7 18.5 73.8 17.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.5 41.6 1.3 76.5 28.3 0.6 46.7 18.5 73.8 17.3 Queue Length 50th (ft) 227 278 19 ~358 291 0 180 143 430 212 Queue Length 95th (ft) m285 m328 m25 #481 341 0 235 185 #557 272 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 649 1492 1500 932 1479 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.58 0.42 1.02 0.69 0.45 0.47 0.34 0.94 0.51 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 6 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 450 818 608 595 921 607 391 451 828 746 Future Volume (vph) 450 818 608 595 921 607 391 451 828 746 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 464 843 627 661 1023 674 434 501 872 785 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 464 843 627 661 1023 674 434 501 872 717 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 30.0 46.5 150.0 42.0 71.0 42.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 30.0 46.5 150.0 42.0 71.0 42.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.20 0.31 1.00 0.28 0.47 0.28 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 650 1493 1500 910 1408 910 1267 v/s Ratio Prot c0.14 c0.17 c0.20 0.21 0.13 0.07 c0.27 0.11 v/s Ratio Perm 0.42 0.45 0.12 0.16 v/c Ratio 0.74 0.58 0.42 1.02 0.69 0.45 0.48 0.36 0.96 0.57 Uniform Delay, d1 56.9 44.1 0.0 60.0 45.3 0.0 44.9 25.0 53.1 27.8 Progression Factor 0.91 0.91 1.00 0.75 0.58 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.1 1.3 0.7 30.7 1.5 0.5 0.1 0.1 20.0 0.3 Delay (s) 55.1 41.4 0.7 76.0 28.0 0.5 45.0 25.1 73.1 28.2 Level of Service E D A E C A D C E C Approach Delay (s) 31.5 33.6 Approach LOS C C Intersection Summary HCM 2000 Control Delay 37.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 5: I-84 Interchange & Meridian Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 7 HCM 6th Edition methodology does not support more than 4 approaches. Queues 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 312 326 196 335 619 450 127 1038 178 369 1488 517 v/c Ratio 0.90 0.49 0.43 1.00 0.96 0.75 0.71 0.57 0.26 0.77 0.98 0.62 Control Delay 93.6 55.7 9.4 114.9 84.8 41.7 53.5 38.8 5.4 74.4 43.1 7.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 93.6 55.7 9.4 114.9 84.8 41.7 53.5 38.8 5.4 74.4 43.1 7.4 Queue Length 50th (ft) 157 150 0 171 318 327 74 295 0 168 522 53 Queue Length 95th (ft) #241 202 70 #279 #442 448 145 360 53 m202 m#975 m213 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 455 335 648 646 257 1835 681 585 1511 836 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.49 0.43 1.00 0.96 0.70 0.49 0.57 0.26 0.63 0.98 0.62 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 281 293 176 328 607 441 118 965 166 354 1428 496 Future Volume (vph) 281 293 176 328 607 441 118 965 166 354 1428 496 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 104 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 312 326 196 335 619 450 127 1038 178 369 1488 517 RTOR Reduction (vph) 0 0 156 0 0 42 0 0 110 0 0 160 Lane Group Flow (vph) 312 326 40 335 619 408 127 1038 68 369 1488 357 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 16.6 30.6 30.6 16.0 30.0 52.3 79.4 57.1 57.1 22.3 67.6 67.6 Effective Green, g (s) 16.6 30.6 30.6 16.0 30.0 52.3 79.4 57.1 57.1 22.3 67.6 67.6 Actuated g/C Ratio 0.11 0.20 0.20 0.11 0.20 0.35 0.53 0.38 0.38 0.15 0.45 0.45 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 347 661 295 335 648 563 178 1834 571 483 1511 676 v/s Ratio Prot 0.10 0.10 c0.11 c0.19 c0.11 0.06 0.22 0.11 c0.44 v/s Ratio Perm 0.03 0.17 0.32 0.05 0.24 v/c Ratio 0.90 0.49 0.14 1.00 0.96 0.72 0.71 0.57 0.12 0.76 0.98 0.53 Uniform Delay, d1 65.9 52.8 48.9 67.0 59.3 42.6 37.5 36.7 30.1 61.3 40.7 29.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 0.63 0.37 Incremental Delay, d2 24.2 0.2 0.1 49.2 24.6 4.3 10.7 1.3 0.4 4.8 16.1 2.1 Delay (s) 90.1 53.0 48.9 116.2 83.9 46.9 48.2 37.9 30.6 71.7 41.8 13.0 Level of Service F D D F F D D D C E D B Approach Delay (s) 65.9 79.7 37.9 40.2 Approach LOS E E D D Intersection Summary HCM 2000 Control Delay 52.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.98 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 12/06/2021 Meridian IC TIA 09/28/2017 Future No Build with Tanner Creek PM Shoulder Hour Synchro 9 Report Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 281 293 176 328 607 441 118 965 166 354 1428 496 Future Volume (veh/h) 281 293 176 328 607 441 118 965 166 354 1428 496 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 312 326 196 335 619 450 127 1038 178 369 1488 517 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 353 678 302 349 673 498 149 1938 602 430 1607 717 Arrive On Green 0.11 0.20 0.20 0.11 0.20 0.20 0.05 0.40 0.40 0.04 0.16 0.16 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 312 326 196 335 619 450 127 1038 178 369 1488 517 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 14.1 12.8 18.0 15.3 27.0 30.0 6.1 24.6 12.1 16.8 65.4 49.1 Cycle Q Clear(g_c), s 14.1 12.8 18.0 15.3 27.0 30.0 6.1 24.6 12.1 16.8 65.4 49.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 353 678 302 349 673 498 149 1938 602 430 1607 717 V/C Ratio(X) 0.88 0.48 0.65 0.96 0.92 0.90 0.85 0.54 0.30 0.86 0.93 0.72 Avail Cap(c_a), veh/h 371 696 310 349 673 498 271 1938 602 589 1607 717 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0.63 0.63 Uniform Delay (d), s/veh 66.0 53.0 55.0 66.7 58.8 47.9 36.9 34.3 30.6 70.4 60.6 53.7 Incr Delay (d2), s/veh 19.8 0.2 3.5 37.1 17.7 19.7 5.2 1.1 1.3 5.5 7.2 4.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 5.4 7.0 8.1 13.0 18.5 2.6 9.7 4.6 7.8 31.3 20.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 85.7 53.2 58.5 103.8 76.5 67.6 42.0 35.4 31.8 75.8 67.8 57.7 LnGrp LOS F D E F E E D D C E E E Approach Vol, veh/h 834 1404 1343 2374 Approach Delay, s/veh 66.6 80.2 35.5 66.8 Approach LOS E F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 22.2 36.0 14.2 77.6 22.0 36.2 25.7 66.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 16.1 32.0 8.1 67.4 17.3 20.0 18.8 26.6 Green Ext Time (p_c), s 0.1 0.0 0.2 0.0 0.0 2.4 0.9 20.0 Intersection Summary HCM 6th Ctrl Delay 62.9 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. MERIDIAN IC COMMERCIAL TIS 6 APPENDIX F. ANALYSIS WORKSHEETS – FUTURE BUILD 2025 HCM 6th TWSC 1: SW 5th St & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1175 123 36 692 59 42 Future Vol, veh/h 1175 123 36 692 59 42 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1277 134 40 769 66 47 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1412 0 1810 707 Stage 1 - - - - 1345 - Stage 2 - - - - 465 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 479 - 70 378 Stage 1 - - - - 207 - Stage 2 - - - - 599 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 479 - ~ 64 378 Mov Cap-2 Maneuver - - - - 174 - Stage 1 - - - - 189 - Stage 2 - - - - 599 - Approach EB WB NB HCM Control Delay, s 0 0.7 36.2 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 224 - - 479 - HCM Lane V/C Ratio 0.501 - - 0.084 - HCM Control Delay (s) 36.2 - - 13.2 - HCM Lane LOS E - - B - HCM 95th %tile Q(veh) 2.5 - - 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 818 364 258 544 0 0 0 0 246 1089 73 Future Volume (veh/h) 0 818 364 258 544 0 0 0 0 246 1089 73 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 843 375 287 604 0 273 1210 81 Peak Hour Factor 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 1029 455 339 2020 0 531 1521 471 Arrive On Green 0.00 0.45 0.45 0.10 0.60 0.00 0.31 0.31 0.31 Sat Flow, veh/h 0 2358 1005 3274 3455 0 1688 4837 1499 Grp Volume(v), veh/h 0 624 594 287 604 0 273 1210 81 Grp Sat Flow(s),veh/h/ln 0 1683 1591 1637 1683 0 1688 1612 1499 Q Serve(g_s), s 0.0 45.1 45.6 12.1 12.2 0.0 18.5 32.0 5.5 Cycle Q Clear(g_c), s 0.0 45.1 45.6 12.1 12.2 0.0 18.5 32.0 5.5 Prop In Lane 0.00 0.63 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 763 721 339 2020 0 531 1521 471 V/C Ratio(X) 0.00 0.82 0.82 0.85 0.30 0.00 0.51 0.80 0.17 Avail Cap(c_a), veh/h 0 763 721 421 2020 0 579 1659 514 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.83 0.83 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 33.2 33.4 61.6 13.7 0.0 39.3 43.9 34.8 Incr Delay (d2), s/veh 0.0 6.8 7.5 10.5 0.3 0.0 0.3 2.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 19.2 18.5 5.4 4.6 0.0 7.7 13.0 5.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 40.0 40.9 72.1 14.0 0.0 39.5 46.1 34.8 LnGrp LOS A D D E B A D D C Approach Vol, veh/h 1218 891 1564 Approach Delay, s/veh 40.4 32.7 44.4 Approach LOS D C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 90.0 50.0 20.5 69.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 48.0 18.0 56.0 Max Q Clear Time (g_c+I1), s 14.2 34.0 14.1 47.6 Green Ext Time (p_c), s 10.7 10.0 0.5 6.6 Intersection Summary HCM 6th Ctrl Delay 40.2 HCM 6th LOS D HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 818 364 258 544 0 0 0 0 246 1089 73 Future Volume (vph) 0 818 364 258 544 0 0 0 0 246 1089 73 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3198 3144 3241 1676 4657 1478 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3198 3144 3241 1676 4657 1478 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Adj. Flow (vph) 0 843 375 287 604 0 0 0 0 273 1210 81 RTOR Reduction (vph) 0 12 0 0 0 0 0 0 0 0 0 54 Lane Group Flow (vph) 0 1206 0 287 604 0 0 0 0 273 1210 27 Confl. Peds. (#/hr)2 2 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 58.2 16.6 80.8 47.2 47.2 47.2 Effective Green, g (s) 58.2 16.6 80.8 47.2 47.2 47.2 Actuated g/C Ratio 0.42 0.12 0.58 0.34 0.34 0.34 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1329 372 1870 565 1570 498 v/s Ratio Prot c0.38 c0.09 0.19 c0.26 v/s Ratio Perm 0.16 0.02 v/c Ratio 0.91 0.77 0.32 0.48 0.77 0.05 Uniform Delay, d1 38.4 59.9 15.4 36.7 41.6 31.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.1 9.5 0.5 0.2 2.2 0.0 Delay (s) 47.5 69.4 15.8 37.0 43.7 31.4 Level of Service D E B D D C Approach Delay (s) 47.5 33.1 0.0 41.9 Approach LOS D C A D Intersection Summary HCM 2000 Control Delay 41.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 81.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queues 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 1 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1218 287 604 273 1210 81 v/c Ratio 0.91 0.77 0.32 0.48 0.77 0.15 Control Delay 49.1 73.9 16.1 40.0 45.4 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.1 73.9 16.1 40.0 45.4 7.0 Queue Length 50th (ft) 550 130 146 195 357 0 Queue Length 95th (ft) #702 182 185 284 416 37 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1340 404 1869 574 1596 559 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.91 0.71 0.32 0.48 0.76 0.14 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 88 908 0 0 542 70 270 760 473 0 0 0 Future Volume (vph) 88 908 0 0 542 70 270 760 473 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4577 1442 4545 1500 Flt Permitted 0.27 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 475 3353 4577 1442 4545 1500 Peak-hour factor, PHF 0.93 0.93 0.93 0.95 0.95 0.95 0.91 0.91 0.91 0.94 0.94 0.94 Adj. Flow (vph) 95 976 0 0 571 74 297 835 520 0 0 0 RTOR Reduction (vph) 0 0 0 0 10 0 0 0 30 0 0 0 Lane Group Flow (vph) 95 976 0 0 635 0 267 865 490 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 41.8 47.8 30.7 75.5 75.5 75.5 Effective Green, g (s) 41.8 47.8 30.7 75.5 75.5 75.5 Actuated g/C Ratio 0.31 0.35 0.23 0.56 0.56 0.56 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 245 1184 1038 804 2536 837 v/s Ratio Prot 0.03 c0.29 0.14 0.19 0.19 v/s Ratio Perm 0.09 c0.33 v/c Ratio 0.39 0.82 0.61 0.33 0.34 0.59 Uniform Delay, d1 34.7 39.9 46.9 16.2 16.3 19.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 4.8 1.1 0.3 0.1 1.2 Delay (s) 35.0 44.7 48.0 16.6 16.4 20.9 Level of Service D D D B B C Approach Delay (s) 43.8 48.0 17.9 0.0 Approach LOS D D B A Intersection Summary HCM 2000 Control Delay 31.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 135.3 Sum of lost time (s) 18.0 Intersection Capacity Utilization 81.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queues 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 2 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 95 976 645 267 865 520 v/c Ratio 0.39 0.83 0.62 0.33 0.34 0.60 Control Delay 36.2 47.5 49.5 18.2 17.1 21.0 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 Total Delay 36.2 47.6 49.5 18.2 17.1 21.0 Queue Length 50th (ft) 60 433 190 148 160 265 Queue Length 95th (ft) 104 520 242 234 207 410 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 392 2032 1720 863 2719 924 Starvation Cap Reductn 0 240 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.54 0.38 0.31 0.32 0.56 Intersection Summary HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 111 14 208 160 23 73 312 1638 310 6 67 1585 Future Volume (vph) 111 14 208 160 23 73 312 1638 310 6 67 1585 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1450 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1450 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 123 16 231 178 26 81 332 1743 330 7 74 1761 RTOR Reduction (vph) 0 0 217 0 0 73 0 0 167 0 0 0 Lane Group Flow (vph) 123 16 14 178 26 8 332 1743 163 0 81 1761 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 8.2 8.2 8.2 13.0 13.0 13.0 26.3 69.2 69.2 11.6 56.5 Effective Green, g (s) 8.2 8.2 8.2 13.0 13.0 13.0 26.3 69.2 69.2 11.6 56.5 Actuated g/C Ratio 0.06 0.06 0.06 0.09 0.09 0.09 0.19 0.49 0.49 0.08 0.40 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 190 99 99 291 158 134 304 2381 840 138 1944 v/s Ratio Prot c0.04 0.01 c0.06 0.02 c0.20 0.36 0.05 c0.37 v/s Ratio Perm 0.01 0.01 0.10 v/c Ratio 0.65 0.16 0.14 0.61 0.16 0.06 1.09 0.73 0.19 0.59 0.91 Uniform Delay, d1 64.5 62.6 62.5 61.1 58.5 57.9 56.9 28.1 19.8 61.9 39.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.81 2.27 1.00 1.00 Incremental Delay, d2 6.5 0.6 0.5 3.2 0.4 0.1 67.2 1.2 0.3 5.2 7.6 Delay (s) 71.0 63.2 63.0 64.3 58.9 58.0 123.3 23.9 45.2 67.1 46.8 Level of Service E E E E E E F C D E D Approach Delay (s) 65.7 62.0 40.5 45.9 Approach LOS E E D D Intersection Summary HCM 2000 Control Delay 45.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 4 Movement SBR Lane Configurations Traffic Volume (vph) 155 Future Volume (vph) 155 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 172 RTOR Reduction (vph) 103 Lane Group Flow (vph) 69 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 56.5 Effective Green, g (s) 56.5 Actuated g/C Ratio 0.40 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 605 v/s Ratio Prot v/s Ratio Perm 0.05 v/c Ratio 0.11 Uniform Delay, d1 26.1 Progression Factor 1.00 Incremental Delay, d2 0.4 Delay (s) 26.5 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 123 16 231 178 26 81 332 1743 330 81 1761 172 v/c Ratio 0.65 0.16 0.73 0.61 0.17 0.27 1.09 0.73 0.33 0.58 0.91 0.24 Control Delay 80.4 66.3 21.5 69.8 59.3 2.3 118.4 25.0 6.0 77.8 47.1 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.4 66.3 21.5 69.8 59.3 2.3 118.4 25.0 6.0 77.8 47.1 2.3 Queue Length 50th (ft) 57 14 0 81 22 0 ~350 554 75 72 547 0 Queue Length 95th (ft) 92 39 #88 118 52 0 m#489 m633 m84 125 618 26 Internal Link Dist (ft) 465 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 197 103 320 583 316 415 304 2380 1007 165 1944 728 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.62 0.16 0.72 0.31 0.08 0.20 1.09 0.73 0.33 0.49 0.91 0.24 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 5 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 492 979 962 818 551 418 670 416 390 554 Future Volume (vph) 492 979 962 818 551 418 670 416 390 554 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 547 1088 1069 889 599 454 744 462 424 602 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 70 Lane Group Flow (vph) 547 1088 1069 889 599 454 744 462 424 532 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.0 37.5 140.0 39.0 48.5 140.0 31.0 59.0 31.0 70.0 Effective Green, g (s) 28.0 37.5 140.0 39.0 48.5 140.0 31.0 59.0 31.0 70.0 Actuated g/C Ratio 0.20 0.27 1.00 0.28 0.35 1.00 0.22 0.42 0.22 0.50 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1290 1500 905 1669 1500 720 1282 720 1320 v/s Ratio Prot 0.17 0.23 c0.27 0.12 c0.23 0.07 0.13 0.11 v/s Ratio Perm c0.71 0.30 0.10 0.09 v/c Ratio 0.84 0.84 0.71 0.98 0.36 0.30 1.03 0.36 0.59 0.40 Uniform Delay, d1 53.9 48.5 0.0 50.2 34.1 0.0 54.5 27.6 48.8 21.9 Progression Factor 1.38 1.39 1.00 1.06 0.92 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.7 0.3 17.3 0.3 0.3 42.4 0.1 0.8 0.1 Delay (s) 75.1 68.0 0.3 70.5 31.6 0.3 96.9 27.7 49.6 22.0 Level of Service E E A E C A F C D C Approach Delay (s) 42.7 42.1 Approach LOS D D Intersection Summary HCM 2000 Control Delay 46.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 4 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 547 1088 1069 889 599 454 744 462 424 602 v/c Ratio 0.84 0.84 0.71 0.98 0.36 0.30 1.03 0.34 0.59 0.37 Control Delay 75.4 68.4 11.7 70.5 31.7 0.3 94.9 20.9 52.7 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.4 68.4 11.7 70.5 31.7 0.3 94.9 20.9 52.7 11.7 Queue Length 50th (ft) 271 383 698 309 93 0 ~374 136 179 115 Queue Length 95th (ft) m245 m342 m533 m#508 m119 m0 #501 180 236 158 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1290 1500 905 1669 1500 720 1357 720 1622 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.84 0.84 0.71 0.98 0.36 0.30 1.03 0.34 0.59 0.37 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 520 686 73 99 152 294 68 1745 441 424 814 264 Future Volume (vph) 520 686 73 99 152 294 68 1745 441 424 814 264 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.20 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 357 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 578 762 81 110 169 327 72 1856 469 471 904 293 RTOR Reduction (vph) 0 0 59 0 0 46 0 0 194 0 0 153 Lane Group Flow (vph) 578 762 22 110 169 281 72 1856 275 471 904 140 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Effective Green, g (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Actuated g/C Ratio 0.14 0.27 0.27 0.07 0.20 0.34 0.49 0.34 0.34 0.15 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 449 888 397 208 641 559 235 1651 514 471 1480 662 v/s Ratio Prot c0.18 c0.24 0.03 0.05 0.07 0.01 c0.39 c0.14 0.27 v/s Ratio Perm 0.02 0.12 0.13 0.18 0.09 v/c Ratio 1.29 0.86 0.06 0.53 0.26 0.50 0.31 1.12 0.54 1.00 0.61 0.21 Uniform Delay, d1 60.0 48.2 37.4 63.2 47.5 36.5 21.2 46.0 37.0 59.9 29.9 24.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.24 2.52 Incremental Delay, d2 145.3 8.0 0.0 1.1 0.2 0.5 0.3 64.4 4.0 40.3 1.8 0.7 Delay (s) 205.3 56.2 37.5 64.4 47.7 37.0 21.5 110.4 41.0 98.9 38.9 61.4 Level of Service F E D E D D C F D F D E Approach Delay (s) 115.8 45.0 94.2 59.8 Approach LOS F D F E Intersection Summary HCM 2000 Control Delay 84.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.08 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 92.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 520 686 73 99 152 294 68 1745 441 424 814 264 Future Volume (veh/h) 520 686 73 99 152 294 68 1745 441 424 814 264 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 578 762 81 110 169 327 72 1856 469 471 904 293 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 468 1007 449 156 687 500 291 1708 530 421 1502 670 Arrive On Green 0.14 0.30 0.30 0.05 0.20 0.20 0.04 0.35 0.35 0.26 0.89 0.89 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 578 762 81 110 169 327 72 1856 469 471 904 293 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 20.0 28.7 5.6 4.6 5.9 26.0 3.2 49.4 41.1 18.0 8.8 4.8 Cycle Q Clear(g_c), s 20.0 28.7 5.6 4.6 5.9 26.0 3.2 49.4 41.1 18.0 8.8 4.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 468 1007 449 156 687 500 291 1708 530 421 1502 670 V/C Ratio(X) 1.24 0.76 0.18 0.70 0.25 0.65 0.25 1.09 0.88 1.12 0.60 0.44 Avail Cap(c_a), veh/h 468 1007 449 374 721 515 412 1708 530 421 1502 670 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 60.0 44.4 36.3 65.7 46.7 39.9 20.0 45.3 42.6 52.0 4.7 4.4 Incr Delay (d2), s/veh 123.5 3.0 0.1 2.2 0.1 2.6 0.2 49.5 19.0 78.5 1.6 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.2 12.2 2.1 2.0 2.5 9.9 1.3 27.2 17.8 11.0 2.1 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 183.5 47.4 36.4 67.8 46.8 42.5 20.1 94.7 61.7 130.5 6.3 6.3 LnGrp LOS F D D E D D C F E F A A Approach Vol, veh/h 1421 606 2397 1668 Approach Delay, s/veh 102.1 48.3 86.0 41.4 Approach LOS F D F D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 26.0 34.6 11.0 68.4 12.7 47.9 24.0 55.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 22.0 28.0 5.2 10.8 6.6 30.7 20.0 51.4 Green Ext Time (p_c), s 0.0 0.6 0.1 23.2 0.1 2.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 73.8 HCM 6th LOS E Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 578 762 81 110 169 327 72 1856 469 471 904 293 v/c Ratio 1.29 0.86 0.17 0.53 0.26 0.54 0.29 1.12 0.66 1.00 0.60 0.36 Control Delay 191.8 58.8 2.9 72.1 47.9 29.7 20.2 106.6 18.7 98.3 39.9 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 191.8 58.8 2.9 72.1 47.9 29.7 20.2 106.6 18.7 98.3 39.9 11.1 Queue Length 50th (ft) ~344 340 0 51 67 181 32 ~712 134 ~257 355 29 Queue Length 95th (ft) #463 #454 16 81 102 280 60 #808 264 #371 465 112 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 889 482 359 694 602 330 1651 708 471 1508 825 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.29 0.86 0.17 0.31 0.24 0.54 0.22 1.12 0.66 1.00 0.60 0.36 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC 7: Corporate Drive & SW 5th St 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 2 Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 33 1 1 86 18 47 Future Vol, veh/h 33 1 1 86 18 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 1 1 96 20 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 97 0 - 0 124 49 Stage 1 - - - - 49 - Stage 2 - - - - 75 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1496 - - - 871 1020 Stage 1 - - - - 973 - Stage 2 - - - - 948 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1496 - - - 849 1020 Mov Cap-2 Maneuver - - - - 849 - Stage 1 - - - - 949 - Stage 2 - - - - 948 - Approach EB WB SB HCM Control Delay, s 7.2 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1496 - - - 966 HCM Lane V/C Ratio 0.025 - - - 0.075 HCM Control Delay (s) 7.5 0 - - 9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.2 HCM 6th TWSC 8: Waltman Lane & Corporate Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 3 Intersection Int Delay, s/veh 5.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 29 46 0 Future Vol, veh/h 0 0 0 29 46 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 32 51 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 32 0 - 0 16 16 Stage 1 - - - - 16 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1580 - - - 1002 1063 Stage 1 - - - - 1007 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1580 - - - 1002 1063 Mov Cap-2 Maneuver - - - - 1002 - Stage 1 - - - - 1007 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1580 - - - 1002 HCM Lane V/C Ratio - - - - 0.051 HCM Control Delay (s) 0 - - - 8.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 6th TWSC 9: Western Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 4 Intersection Int Delay, s/veh 7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 36 9 156 11 17 105 Future Vol, veh/h 36 9 156 11 17 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 40 10 173 12 19 117 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 50 0 403 45 Stage 1 - - - - 45 - Stage 2 - - - - 358 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1557 - 603 1025 Stage 1 - - - - 977 - Stage 2 - - - - 707 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1557 - 536 1025 Mov Cap-2 Maneuver - - - - 536 - Stage 1 - - - - 869 - Stage 2 - - - - 707 - Approach EB WB NB HCM Control Delay, s 0 7.1 9.4 HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 536 1025 - - 1557 - HCM Lane V/C Ratio 0.035 0.114 - - 0.111 - HCM Control Delay (s) 12 9 - - 7.6 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.1 0.4 - - 0.4 - HCM 6th TWSC 10: Middle Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 5 Intersection Int Delay, s/veh 4.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 114 27 205 162 6 79 Future Vol, veh/h 114 27 205 162 6 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 40 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 30 228 180 7 88 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 157 0 778 142 Stage 1 - - - - 142 - Stage 2 - - - - 636 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1423 - 365 906 Stage 1 - - - - 885 - Stage 2 - - - - 527 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1423 - 307 906 Mov Cap-2 Maneuver - - - - 273 - Stage 1 - - - - 743 - Stage 2 - - - - 527 - Approach EB WB NB HCM Control Delay, s 0 4.5 10 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 273 906 - - 1423 - HCM Lane V/C Ratio 0.024 0.097 - - 0.16 - HCM Control Delay (s) 18.5 9.4 - - 8 - HCM Lane LOS C A - - A - HCM 95th %tile Q(veh) 0.1 0.3 - - 0.6 - HCM 6th TWSC 11: Eastern Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek Synchro 9 Report Page 6 Intersection Int Delay, s/veh 3.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 184 9 126 361 6 147 Future Vol, veh/h 184 9 126 361 6 147 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 204 10 140 401 7 163 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 214 0 890 209 Stage 1 - - - - 209 - Stage 2 - - - - 681 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1356 - 313 831 Stage 1 - - - - 826 - Stage 2 - - - - 503 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1356 - 281 831 Mov Cap-2 Maneuver - - - - 320 - Stage 1 - - - - 741 - Stage 2 - - - - 503 - Approach EB WB NB HCM Control Delay, s 0 2.1 10.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 782 - - 1356 - HCM Lane V/C Ratio 0.217 - - 0.103 - HCM Control Delay (s) 10.9 - - 8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.8 - - 0.3 - HCM 6th TWSC 1: SW 5th St & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 1 Intersection Int Delay, s/veh 9.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 972 78 23 1387 147 101 Future Vol, veh/h 972 78 23 1387 147 101 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1057 85 25 1524 163 112 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1143 0 1913 572 Stage 1 - - - - 1101 - Stage 2 - - - - 812 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 607 - ~ 60 463 Stage 1 - - - - 280 - Stage 2 - - - - 397 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 606 - ~ 57 463 Mov Cap-2 Maneuver - - - - 212 - Stage 1 - - - - 268 - Stage 2 - - - - 397 - Approach EB WB NB HCM Control Delay, s 0 0.2 98.9 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 272 - - 606 - HCM Lane V/C Ratio 1.013 - - 0.042 - HCM Control Delay (s) 98.9 - - 11.2 - HCM Lane LOS F - - B - HCM 95th %tile Q(veh) 10.4 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 652 422 429 1186 0 0 0 0 161 1304 161 Future Volume (veh/h) 0 652 422 429 1186 0 0 0 0 161 1304 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 679 440 452 1248 0 171 1387 171 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 714 462 512 1888 0 606 1737 539 Arrive On Green 0.00 0.36 0.36 0.16 0.56 0.00 0.36 0.36 0.36 Sat Flow, veh/h 0 2049 1267 3274 3455 0 1688 4837 1500 Grp Volume(v), veh/h 0 583 536 452 1248 0 171 1387 171 Grp Sat Flow(s),veh/h/ln 0 1683 1544 1637 1683 0 1688 1612 1500 Q Serve(g_s), s 0.0 50.5 50.7 20.3 38.8 0.0 10.8 38.6 12.4 Cycle Q Clear(g_c), s 0.0 50.5 50.7 20.3 38.8 0.0 10.8 38.6 12.4 Prop In Lane 0.00 0.82 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 613 563 512 1888 0 606 1737 539 V/C Ratio(X) 0.00 0.95 0.95 0.88 0.66 0.00 0.28 0.80 0.32 Avail Cap(c_a), veh/h 0 613 563 633 1888 0 653 1870 580 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.31 0.31 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 46.4 46.4 61.9 23.0 0.0 34.3 43.2 34.8 Incr Delay (d2), s/veh 0.0 24.5 26.5 4.2 0.6 0.0 0.1 2.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 24.8 23.2 8.6 15.0 0.0 4.5 15.7 11.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 70.9 73.0 66.1 23.6 0.0 34.4 45.3 34.9 LnGrp LOS A E E E C A C D C Approach Vol, veh/h 1119 1700 1729 Approach Delay, s/veh 71.9 34.9 43.2 Approach LOS E C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 90.1 59.9 29.5 60.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 58.0 29.0 45.0 Max Q Clear Time (g_c+I1), s 40.8 40.6 22.3 52.7 Green Ext Time (p_c), s 23.7 13.2 1.2 0.0 Intersection Summary HCM 6th Ctrl Delay 47.1 HCM 6th LOS D HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 652 422 429 1186 0 0 0 0 161 1304 161 Future Volume (vph) 0 652 422 429 1186 0 0 0 0 161 1304 161 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3155 3144 3241 1676 4657 1480 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3155 3144 3241 1676 4657 1480 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.97 0.97 0.97 0.94 0.94 0.94 Adj. Flow (vph) 0 679 440 452 1248 0 0 0 0 171 1387 171 RTOR Reduction (vph) 0 14 0 0 0 0 0 0 0 0 0 40 Lane Group Flow (vph) 0 1105 0 452 1248 0 0 0 0 171 1387 131 Confl. Peds. (#/hr)1 1 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 48.2 25.8 80.0 58.0 58.0 58.0 Effective Green, g (s) 48.2 25.8 80.0 58.0 58.0 58.0 Actuated g/C Ratio 0.32 0.17 0.53 0.39 0.39 0.39 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1013 540 1728 648 1800 572 v/s Ratio Prot c0.35 c0.14 0.39 c0.30 v/s Ratio Perm 0.10 0.09 v/c Ratio 1.09 0.84 0.72 0.26 0.77 0.23 Uniform Delay, d1 50.9 60.1 26.6 31.4 40.2 31.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 56.3 10.9 2.7 0.1 1.9 0.1 Delay (s) 107.2 70.9 29.2 31.5 42.1 31.0 Level of Service F E C C D C Approach Delay (s) 107.2 40.3 0.0 40.0 Approach LOS F D A D Intersection Summary HCM 2000 Control Delay 56.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.90 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Queues 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 1 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1119 452 1248 171 1387 171 v/c Ratio 1.09 0.84 0.72 0.26 0.77 0.28 Control Delay 101.5 74.0 29.6 32.8 43.8 20.5 Queue Delay 0.0 0.0 28.4 0.0 0.0 0.0 Total Delay 101.5 74.0 58.0 32.8 43.8 20.5 Queue Length 50th (ft) ~649 221 475 114 432 69 Queue Length 95th (ft) #817 280 562 174 492 128 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1028 607 1729 648 1800 612 Starvation Cap Reductn 0 0 539 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.09 0.74 1.05 0.26 0.77 0.28 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 128 674 0 0 1098 162 511 1517 347 0 0 0 Future Volume (vph) 128 674 0 0 1098 162 511 1517 347 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4567 1442 4546 1500 Flt Permitted 0.08 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 141 3353 4567 1442 4546 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 0.98 0.98 0.98 Adj. Flow (vph) 142 749 0 0 1207 178 544 1614 369 0 0 0 RTOR Reduction (vph) 0 0 0 0 11 0 0 0 67 0 0 0 Lane Group Flow (vph) 142 749 0 0 1374 0 490 1668 302 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 64.6 70.6 50.1 80.1 80.1 80.1 Effective Green, g (s) 64.6 70.6 50.1 80.1 80.1 80.1 Actuated g/C Ratio 0.40 0.43 0.31 0.49 0.49 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 192 1454 1406 709 2238 738 v/s Ratio Prot c0.07 0.22 c0.30 0.34 c0.37 v/s Ratio Perm 0.23 0.20 v/c Ratio 0.74 0.52 0.98 0.69 0.75 0.41 Uniform Delay, d1 38.5 33.6 55.7 31.8 33.1 26.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.1 0.3 18.6 3.1 1.5 0.5 Delay (s) 50.5 33.9 74.3 34.9 34.6 26.8 Level of Service D C E C C C Approach Delay (s) 36.5 74.3 33.5 0.0 Approach LOS D E C A Intersection Summary HCM 2000 Control Delay 45.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length (s) 162.7 Sum of lost time (s) 18.0 Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Queues 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 2 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 142 749 1385 490 1668 369 v/c Ratio 0.74 0.51 0.98 0.69 0.75 0.46 Control Delay 60.5 34.9 73.8 38.8 36.2 19.2 Queue Delay 0.0 0.7 0.0 0.0 0.0 0.0 Total Delay 60.5 35.6 73.8 38.8 36.2 19.2 Queue Length 50th (ft) 100 303 528 454 537 159 Queue Length 95th (ft) 180 364 #686 676 656 271 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 296 1671 1416 709 2236 804 Starvation Cap Reductn 0 554 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.67 0.98 0.69 0.75 0.46 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 261 27 458 483 25 174 391 1879 353 13 165 1847 Future Volume (vph) 261 27 458 483 25 174 391 1879 353 13 165 1847 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 290 30 509 531 27 191 407 1957 368 14 179 2008 RTOR Reduction (vph) 0 0 147 0 0 136 0 0 193 0 0 0 Lane Group Flow (vph) 290 30 362 531 27 55 407 1957 175 0 193 2008 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 8.5 8.5 8.5 27.5 27.5 27.5 12.5 56.8 56.8 19.2 65.5 Effective Green, g (s) 8.5 8.5 8.5 27.5 27.5 27.5 12.5 56.8 56.8 19.2 65.5 Actuated g/C Ratio 0.06 0.06 0.06 0.18 0.18 0.18 0.08 0.38 0.38 0.13 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 184 96 96 576 312 262 135 1824 643 214 2103 v/s Ratio Prot 0.09 0.02 c0.17 0.02 c0.25 c0.41 0.12 c0.42 v/s Ratio Perm c0.21 0.04 0.10 v/c Ratio 1.58 0.31 3.77 0.92 0.09 0.21 3.01 1.07 0.27 0.90 0.95 Uniform Delay, d1 70.8 67.9 70.8 60.2 50.8 52.0 68.8 46.6 32.3 64.5 40.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.04 0.69 0.85 1.00 1.00 Incremental Delay, d2 283.7 1.4 1271.1 20.4 0.1 0.3 921.9 41.7 0.8 35.8 11.5 Delay (s) 354.4 69.3 1341.9 80.6 50.9 52.3 993.5 73.7 28.4 100.3 52.4 Level of Service F E F F D D F E C F D Approach Delay (s) 950.4 72.3 204.7 53.4 Approach LOS F E F D Intersection Summary HCM 2000 Control Delay 226.0 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.44 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 105.5% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 4 Movement SBR Lane Configurations Traffic Volume (vph) 251 Future Volume (vph) 251 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 273 RTOR Reduction (vph) 109 Lane Group Flow (vph) 164 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 65.5 Effective Green, g (s) 65.5 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 638 v/s Ratio Prot v/s Ratio Perm 0.11 v/c Ratio 0.26 Uniform Delay, d1 26.8 Progression Factor 1.00 Incremental Delay, d2 1.0 Delay (s) 27.8 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 290 30 509 531 27 191 407 1957 368 193 2008 273 v/c Ratio 1.58 0.31 2.09 0.92 0.09 0.48 3.04 1.07 0.44 0.90 0.95 0.37 Control Delay 326.1 76.9 527.1 82.5 51.4 15.0 949.1 74.0 6.6 103.6 52.4 9.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 326.1 76.9 527.1 82.5 51.4 15.0 949.1 74.0 6.6 103.6 52.4 9.7 Queue Length 50th (ft) ~206 29 ~640 265 22 20 ~694 ~802 86 188 687 46 Queue Length 95th (ft) #305 66 #872 #367 52 96 #912 #889 124 #331 #782 114 Internal Link Dist (ft) 528 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 586 318 402 134 1823 836 223 2103 747 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.58 0.31 2.09 0.91 0.08 0.48 3.04 1.07 0.44 0.87 0.95 0.37 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 5 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 537 1075 725 735 1227 749 475 538 986 897 Future Volume (vph) 537 1075 725 735 1227 749 475 538 986 897 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 554 1108 747 817 1363 832 528 598 1038 944 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 554 1108 747 817 1363 832 528 598 1038 876 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.19 0.30 1.00 0.29 0.48 0.29 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 628 1461 1500 932 1425 932 1267 v/s Ratio Prot c0.17 c0.23 c0.25 0.28 0.16 0.08 c0.32 0.13 v/s Ratio Perm 0.50 0.55 0.15 0.20 v/c Ratio 0.88 0.76 0.50 1.30 0.93 0.55 0.57 0.42 1.11 0.69 Uniform Delay, d1 58.8 47.3 0.0 60.5 50.8 0.0 45.6 25.4 53.5 30.4 Progression Factor 0.88 0.87 1.00 0.78 0.74 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 8.4 2.2 0.7 136.5 1.5 0.1 0.5 0.1 65.9 1.3 Delay (s) 60.0 43.1 0.7 183.8 39.0 0.1 46.0 25.5 119.4 31.7 Level of Service E D A F D A D C F C Approach Delay (s) 33.8 67.5 Approach LOS C E Intersection Summary HCM 2000 Control Delay 56.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 4 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 554 1108 747 817 1363 832 528 598 1038 944 v/c Ratio 0.88 0.76 0.50 1.30 0.93 0.55 0.57 0.40 1.11 0.61 Control Delay 62.1 43.4 1.2 175.1 39.3 0.7 48.4 19.2 114.3 20.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.1 43.4 1.2 175.1 39.3 0.7 48.4 19.2 114.3 20.1 Queue Length 50th (ft) 278 384 14 ~521 490 0 227 180 ~597 289 Queue Length 95th (ft) m#317 m421 m0 m#489 m432 m0 289 228 #734 364 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 628 1461 1500 932 1496 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.76 0.50 1.30 0.93 0.55 0.57 0.40 1.11 0.61 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 358 350 210 391 723 568 141 1186 197 472 1752 617 Future Volume (veh/h) 358 350 210 391 723 568 141 1186 197 472 1752 617 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 398 389 233 399 738 580 152 1275 212 492 1825 643 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 696 310 349 673 550 174 1742 541 545 1522 679 Arrive On Green 0.11 0.21 0.21 0.11 0.20 0.20 0.07 0.36 0.36 0.05 0.15 0.15 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 398 389 233 399 738 580 152 1275 212 492 1825 643 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 34.3 15.8 22.4 67.8 63.6 Cycle Q Clear(g_c), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 34.3 15.8 22.4 67.8 63.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 696 310 349 673 550 174 1742 541 545 1522 679 V/C Ratio(X) 1.07 0.56 0.75 1.14 1.10 1.05 0.87 0.73 0.39 0.90 1.20 0.95 Avail Cap(c_a), veh/h 371 696 310 349 673 550 262 1742 541 589 1522 679 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.34 0.34 0.34 Uniform Delay (d), s/veh 66.5 53.4 55.9 67.0 60.0 47.5 44.6 41.7 35.7 69.7 63.8 62.0 Incr Delay (d2), s/veh 67.4 0.6 8.8 92.7 63.9 53.4 13.2 2.8 2.1 6.6 92.1 11.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.5 6.6 9.0 11.1 18.6 28.2 6.3 13.9 6.1 10.4 50.3 27.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 133.9 54.0 64.7 159.7 123.9 100.9 57.8 44.4 37.9 76.2 155.9 73.1 LnGrp LOS F D E F F F E D D E F E Approach Vol, veh/h 1020 1717 1639 2960 Approach Delay, s/veh 87.6 124.4 44.8 124.7 Approach LOS F F D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 36.0 17.2 73.8 22.0 37.0 31.0 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 19.0 32.0 11.1 69.8 18.0 23.9 24.4 36.3 Green Ext Time (p_c), s 0.0 0.0 0.2 0.0 0.0 2.2 0.6 14.3 Intersection Summary HCM 6th Ctrl Delay 101.6 HCM 6th LOS F Notes User approved pedestrian interval to be less than phase max green. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 358 350 210 391 723 568 141 1186 197 472 1752 617 Future Volume (vph) 358 350 210 391 723 568 141 1186 197 472 1752 617 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 108 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 398 389 233 399 738 580 152 1275 212 492 1825 643 RTOR Reduction (vph) 0 0 185 0 0 41 0 0 137 0 0 166 Lane Group Flow (vph) 398 389 48 399 738 539 152 1275 75 492 1825 477 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 17.0 31.0 31.0 16.0 30.0 56.1 79.0 52.9 52.9 26.1 65.5 65.5 Effective Green, g (s) 17.0 31.0 31.0 16.0 30.0 56.1 79.0 52.9 52.9 26.1 65.5 65.5 Actuated g/C Ratio 0.11 0.21 0.21 0.11 0.20 0.37 0.53 0.35 0.35 0.17 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 356 669 299 335 648 600 198 1699 529 565 1464 655 v/s Ratio Prot 0.13 0.12 c0.13 c0.23 c0.16 0.07 0.26 0.15 c0.54 v/s Ratio Perm 0.03 0.22 0.34 0.05 0.32 v/c Ratio 1.12 0.58 0.16 1.19 1.14 0.90 0.77 0.75 0.14 0.87 1.25 0.73 Uniform Delay, d1 66.5 53.7 48.8 67.0 60.0 44.3 42.2 42.7 33.1 60.3 42.2 34.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 0.79 0.69 Incremental Delay, d2 83.5 0.8 0.1 111.7 80.2 16.2 14.7 3.1 0.6 6.6 113.6 3.1 Delay (s) 150.0 54.5 48.9 178.7 140.2 60.4 56.9 45.8 33.6 70.6 147.0 27.3 Level of Service F D D F F E E D C E F C Approach Delay (s) 90.5 122.2 45.3 108.3 Approach LOS F F D F Intersection Summary HCM 2000 Control Delay 95.0 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.21 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 111.2% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 398 389 233 399 738 580 152 1275 212 492 1825 643 v/c Ratio 1.12 0.58 0.48 1.19 1.14 0.91 0.77 0.75 0.32 0.87 1.25 0.78 Control Delay 141.8 57.7 9.3 166.7 132.7 56.1 60.0 46.3 5.4 72.0 144.7 17.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 141.8 57.7 9.3 166.7 132.7 56.1 60.0 46.3 5.4 72.0 144.7 17.3 Queue Length 50th (ft) ~229 182 0 ~241 ~442 479 97 405 0 231 ~1160 260 Queue Length 95th (ft) #339 240 75 #351 #573 #720 175 465 57 m244 m#1246 m322 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 484 335 648 646 258 1699 666 585 1463 820 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.12 0.58 0.48 1.19 1.14 0.90 0.59 0.75 0.32 0.84 1.25 0.78 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC 7: Corporate Drive & SW 5th St 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 2 Intersection Int Delay, s/veh 6.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 41 0 0 58 65 44 Future Vol, veh/h 41 0 0 58 65 44 Conflicting Peds, #/hr 2 0 0 2 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 46 0 0 64 72 49 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 66 0 - 0 126 34 Stage 1 - - - - 34 - Stage 2 - - - - 92 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1536 - - - 869 1039 Stage 1 - - - - 988 - Stage 2 - - - - 932 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1533 - - - 839 1037 Mov Cap-2 Maneuver - - - - 839 - Stage 1 - - - - 956 - Stage 2 - - - - 930 - Approach EB WB SB HCM Control Delay, s 7.4 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1533 - - - 909 HCM Lane V/C Ratio 0.03 - - - 0.133 HCM Control Delay (s) 7.4 0 - - 9.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.5 HCM 6th TWSC 8: Waltman Lane & Corporate Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 3 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 52 43 0 Future Vol, veh/h 0 0 0 52 43 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 58 48 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 58 0 - 0 29 29 Stage 1 - - - - 29 - Stage 2 - - - - 0 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1546 - - - 986 1046 Stage 1 - - - - 994 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1546 - - - 986 1046 Mov Cap-2 Maneuver - - - - 986 - Stage 1 - - - - 994 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1546 - - - 986 HCM Lane V/C Ratio - - - - 0.048 HCM Control Delay (s) 0 - - - 8.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 6th TWSC 9: Western Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 4 Intersection Int Delay, s/veh 7.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 35 9 196 21 31 222 Future Vol, veh/h 35 9 196 21 31 222 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 30 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 39 10 218 23 34 247 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 49 0 503 44 Stage 1 - - - - 44 - Stage 2 - - - - 459 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1558 - 528 1026 Stage 1 - - - - 978 - Stage 2 - - - - 636 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1558 - 454 1026 Mov Cap-2 Maneuver - - - - 454 - Stage 1 - - - - 841 - Stage 2 - - - - 636 - Approach EB WB NB HCM Control Delay, s 0 6.9 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 454 1026 - - 1558 - HCM Lane V/C Ratio 0.076 0.24 - - 0.14 - HCM Control Delay (s) 13.6 9.6 - - 7.7 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.2 0.9 - - 0.5 - HCM 6th TWSC 10: Middle Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 5 Intersection Int Delay, s/veh 5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 231 26 252 206 10 184 Future Vol, veh/h 231 26 252 206 10 184 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 30 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 257 29 280 229 11 204 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 286 0 1061 272 Stage 1 - - - - 272 - Stage 2 - - - - 789 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1276 - 248 767 Stage 1 - - - - 774 - Stage 2 - - - - 448 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1276 - 194 767 Mov Cap-2 Maneuver - - - - 152 - Stage 1 - - - - 604 - Stage 2 - - - - 448 - Approach EB WB NB HCM Control Delay, s 0 4.7 12.4 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 152 767 - - 1276 - HCM Lane V/C Ratio 0.073 0.267 - - 0.219 - HCM Control Delay (s) 30.5 11.4 - - 8.6 - HCM Lane LOS D B - - A - HCM 95th %tile Q(veh) 0.2 1.1 - - 0.8 - HCM 6th TWSC 11: Eastern Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek Synchro 9 Report Page 6 Intersection Int Delay, s/veh 7.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 405 9 204 446 10 327 Future Vol, veh/h 405 9 204 446 10 327 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 450 10 227 496 11 363 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 460 0 1405 455 Stage 1 - - - - 455 - Stage 2 - - - - 950 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1101 - 154 605 Stage 1 - - - - 639 - Stage 2 - - - - 376 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1101 - 122 605 Mov Cap-2 Maneuver - - - - 134 - Stage 1 - - - - 507 - Stage 2 - - - - 376 - Approach EB WB NB HCM Control Delay, s 0 2.9 24.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 548 - - 1101 - HCM Lane V/C Ratio 0.683 - - 0.206 - HCM Control Delay (s) 24.6 - - 9.1 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 5.2 - - 0.8 - HCM 6th TWSC 1: SW 5th St & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 1 Intersection Int Delay, s/veh 2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1175 123 36 692 59 42 Future Vol, veh/h 1175 123 36 692 59 42 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1277 134 40 769 66 47 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1412 0 1810 707 Stage 1 - - - - 1345 - Stage 2 - - - - 465 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 479 - 70 378 Stage 1 - - - - 207 - Stage 2 - - - - 599 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 479 - ~ 64 378 Mov Cap-2 Maneuver - - - - 174 - Stage 1 - - - - 189 - Stage 2 - - - - 599 - Approach EB WB NB HCM Control Delay, s 0 0.7 36.2 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 224 - - 479 - HCM Lane V/C Ratio 0.501 - - 0.084 - HCM Control Delay (s) 36.2 - - 13.2 - HCM Lane LOS E - - B - HCM 95th %tile Q(veh) 2.5 - - 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 818 364 258 544 0 0 0 0 246 1103 73 Future Volume (veh/h) 0 818 364 258 544 0 0 0 0 246 1103 73 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 843 375 287 604 0 273 1226 81 Peak Hour Factor 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 1024 453 339 2013 0 534 1531 474 Arrive On Green 0.00 0.45 0.45 0.10 0.60 0.00 0.32 0.32 0.32 Sat Flow, veh/h 0 2358 1005 3274 3455 0 1688 4837 1499 Grp Volume(v), veh/h 0 624 594 287 604 0 273 1226 81 Grp Sat Flow(s),veh/h/ln 0 1683 1591 1637 1683 0 1688 1612 1499 Q Serve(g_s), s 0.0 45.3 45.7 12.1 12.3 0.0 18.5 32.5 5.5 Cycle Q Clear(g_c), s 0.0 45.3 45.7 12.1 12.3 0.0 18.5 32.5 5.5 Prop In Lane 0.00 0.63 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 760 718 339 2013 0 534 1531 474 V/C Ratio(X) 0.00 0.82 0.83 0.85 0.30 0.00 0.51 0.80 0.17 Avail Cap(c_a), veh/h 0 760 718 421 2013 0 579 1659 514 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.83 0.83 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 33.5 33.6 61.6 13.8 0.0 39.0 43.8 34.6 Incr Delay (d2), s/veh 0.0 7.0 7.7 10.5 0.3 0.0 0.3 2.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 19.3 18.6 5.4 4.6 0.0 7.7 13.2 5.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 40.5 41.4 72.1 14.1 0.0 39.3 46.2 34.6 LnGrp LOS A D D E B A D D C Approach Vol, veh/h 1218 891 1580 Approach Delay, s/veh 40.9 32.8 44.4 Approach LOS D C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 89.7 50.3 20.5 69.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 48.0 18.0 56.0 Max Q Clear Time (g_c+I1), s 14.3 34.5 14.1 47.7 Green Ext Time (p_c), s 10.7 9.8 0.5 6.4 Intersection Summary HCM 6th Ctrl Delay 40.5 HCM 6th LOS D HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 818 364 258 544 0 0 0 0 246 1103 73 Future Volume (vph) 0 818 364 258 544 0 0 0 0 246 1103 73 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.95 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3198 3144 3241 1676 4657 1478 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3198 3144 3241 1676 4657 1478 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Adj. Flow (vph) 0 843 375 287 604 0 0 0 0 273 1226 81 RTOR Reduction (vph) 0 12 0 0 0 0 0 0 0 0 0 54 Lane Group Flow (vph) 0 1206 0 287 604 0 0 0 0 273 1226 27 Confl. Peds. (#/hr)2 2 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 58.1 16.6 80.7 47.3 47.3 47.3 Effective Green, g (s) 58.1 16.6 80.7 47.3 47.3 47.3 Actuated g/C Ratio 0.42 0.12 0.58 0.34 0.34 0.34 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1327 372 1868 566 1573 499 v/s Ratio Prot c0.38 c0.09 0.19 c0.26 v/s Ratio Perm 0.16 0.02 v/c Ratio 0.91 0.77 0.32 0.48 0.78 0.05 Uniform Delay, d1 38.5 59.9 15.4 36.7 41.7 31.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.2 9.5 0.5 0.2 2.3 0.0 Delay (s) 47.7 69.4 15.9 36.9 44.0 31.3 Level of Service D E B D D C Approach Delay (s) 47.7 33.1 0.0 42.1 Approach LOS D C A D Intersection Summary HCM 2000 Control Delay 41.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 81.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queues 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 1 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1218 287 604 273 1226 81 v/c Ratio 0.91 0.77 0.32 0.48 0.78 0.15 Control Delay 49.3 73.9 16.2 39.9 45.7 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 49.3 73.9 16.2 39.9 45.7 7.0 Queue Length 50th (ft) 550 130 146 195 364 0 Queue Length 95th (ft) #702 182 185 284 422 37 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1339 404 1868 574 1596 559 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.91 0.71 0.32 0.48 0.77 0.14 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 88 908 0 0 542 70 270 813 473 0 0 0 Future Volume (vph) 88 908 0 0 542 70 270 813 473 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4577 1442 4546 1500 Flt Permitted 0.27 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 475 3353 4577 1442 4546 1500 Peak-hour factor, PHF 0.93 0.93 0.93 0.95 0.95 0.95 0.91 0.91 0.91 0.94 0.94 0.94 Adj. Flow (vph) 95 976 0 0 571 74 297 893 520 0 0 0 RTOR Reduction (vph) 0 0 0 0 10 0 0 0 29 0 0 0 Lane Group Flow (vph) 95 976 0 0 635 0 267 923 491 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 42.1 48.1 31.1 76.6 76.6 76.6 Effective Green, g (s) 42.1 48.1 31.1 76.6 76.6 76.6 Actuated g/C Ratio 0.31 0.35 0.23 0.56 0.56 0.56 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 242 1179 1041 808 2547 840 v/s Ratio Prot 0.03 c0.29 0.14 0.19 0.20 v/s Ratio Perm 0.09 c0.33 v/c Ratio 0.39 0.83 0.61 0.33 0.36 0.58 Uniform Delay, d1 35.1 40.5 47.4 16.2 16.6 19.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 4.9 1.0 0.3 0.1 1.2 Delay (s) 35.5 45.4 48.4 16.5 16.7 20.9 Level of Service D D D B B C Approach Delay (s) 44.5 48.4 17.9 0.0 Approach LOS D D B A Intersection Summary HCM 2000 Control Delay 32.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 136.7 Sum of lost time (s) 18.0 Intersection Capacity Utilization 81.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queues 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 2 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 95 976 645 267 923 520 v/c Ratio 0.39 0.83 0.62 0.33 0.36 0.60 Control Delay 36.3 48.0 49.7 18.2 17.4 21.0 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 Total Delay 36.3 48.1 49.7 18.2 17.4 21.0 Queue Length 50th (ft) 60 433 190 148 174 265 Queue Length 95th (ft) 104 520 242 234 224 410 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 388 2002 1696 850 2680 912 Starvation Cap Reductn 0 240 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.55 0.38 0.31 0.34 0.57 Intersection Summary HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 164 14 315 160 23 73 341 1638 310 6 67 1585 Future Volume (vph) 164 14 315 160 23 73 341 1638 310 6 67 1585 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1450 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1450 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 182 16 350 178 26 81 363 1743 330 7 74 1761 RTOR Reduction (vph) 0 0 225 0 0 73 0 0 168 0 0 0 Lane Group Flow (vph) 182 16 125 178 26 8 363 1743 162 0 81 1761 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 8.5 8.5 8.5 13.0 13.0 13.0 26.0 68.9 68.9 11.6 56.5 Effective Green, g (s) 8.5 8.5 8.5 13.0 13.0 13.0 26.0 68.9 68.9 11.6 56.5 Actuated g/C Ratio 0.06 0.06 0.06 0.09 0.09 0.09 0.19 0.49 0.49 0.08 0.40 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 197 103 103 291 158 134 301 2371 836 138 1944 v/s Ratio Prot 0.06 0.01 c0.06 0.02 c0.22 0.36 0.05 c0.37 v/s Ratio Perm c0.07 0.01 0.10 v/c Ratio 0.92 0.16 1.21 0.61 0.16 0.06 1.21 0.74 0.19 0.59 0.91 Uniform Delay, d1 65.4 62.3 65.8 61.1 58.5 57.9 57.0 28.3 20.0 61.9 39.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.80 2.22 0.82 1.47 Incremental Delay, d2 42.9 0.5 155.4 3.2 0.4 0.1 109.9 1.2 0.3 3.5 5.3 Delay (s) 108.3 62.9 221.2 64.3 58.9 58.0 166.6 23.9 44.6 54.0 63.0 Level of Service F E F E E E F C D D E Approach Delay (s) 179.1 62.0 47.9 72.7 Approach LOS F E D E Intersection Summary HCM 2000 Control Delay 71.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 85.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 4 Movement SBR Lane Configurations Traffic Volume (vph) 169 Future Volume (vph) 169 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 188 RTOR Reduction (vph) 112 Lane Group Flow (vph) 76 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 56.5 Effective Green, g (s) 56.5 Actuated g/C Ratio 0.40 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 605 v/s Ratio Prot v/s Ratio Perm 0.05 v/c Ratio 0.13 Uniform Delay, d1 26.2 Progression Factor 6.52 Incremental Delay, d2 0.3 Delay (s) 171.3 Level of Service F Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 182 16 350 178 26 81 363 1743 330 81 1761 188 v/c Ratio 0.92 0.16 1.07 0.61 0.17 0.27 1.21 0.74 0.33 0.58 0.91 0.26 Control Delay 111.5 66.1 87.6 69.8 59.3 2.3 157.3 24.9 5.8 61.3 63.1 16.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 111.5 66.1 87.6 69.8 59.3 2.3 157.3 24.9 5.8 61.3 63.1 16.9 Queue Length 50th (ft) 86 14 ~132 81 22 0 ~411 554 73 76 595 53 Queue Length 95th (ft) #162 39 #334 118 52 0 m#549 m628 m81 m95 653 m84 Internal Link Dist (ft) 465 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 197 103 328 583 316 415 301 2371 1004 165 1944 728 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.16 1.07 0.31 0.08 0.20 1.21 0.74 0.33 0.49 0.91 0.26 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 5 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 492 984 962 861 572 461 682 416 390 566 Future Volume (vph) 492 984 962 861 572 461 682 416 390 566 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 547 1093 1069 936 622 501 758 462 424 615 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 70 Lane Group Flow (vph) 547 1093 1069 936 622 501 758 462 424 545 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.0 37.5 140.0 39.0 48.5 140.0 31.0 59.0 31.0 70.0 Effective Green, g (s) 28.0 37.5 140.0 39.0 48.5 140.0 31.0 59.0 31.0 70.0 Actuated g/C Ratio 0.20 0.27 1.00 0.28 0.35 1.00 0.22 0.42 0.22 0.50 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1290 1500 905 1669 1500 720 1282 720 1320 v/s Ratio Prot 0.17 0.23 c0.29 0.13 c0.23 0.07 0.13 0.12 v/s Ratio Perm c0.71 0.33 0.10 0.09 v/c Ratio 0.84 0.85 0.71 1.03 0.37 0.33 1.05 0.36 0.59 0.41 Uniform Delay, d1 53.9 48.5 0.0 50.5 34.3 0.0 54.5 27.6 48.8 22.1 Progression Factor 1.38 1.39 1.00 1.07 0.94 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.9 0.7 0.3 29.4 0.3 0.3 48.3 0.1 0.8 0.1 Delay (s) 75.1 68.2 0.3 83.3 32.5 0.3 102.8 27.7 49.6 22.1 Level of Service E E A F C A F C D C Approach Delay (s) 42.8 47.8 Approach LOS D D Intersection Summary HCM 2000 Control Delay 48.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 4 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 547 1093 1069 936 622 501 758 462 424 615 v/c Ratio 0.84 0.85 0.71 1.03 0.37 0.33 1.05 0.34 0.59 0.38 Control Delay 75.4 68.5 11.7 81.2 32.7 0.3 100.0 20.9 52.7 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 75.4 68.5 11.7 81.2 32.7 0.3 100.0 20.9 52.7 11.9 Queue Length 50th (ft) 271 385 698 ~455 102 0 ~387 136 179 120 Queue Length 95th (ft) m245 m342 m498 m#531 m123 m0 #515 180 236 163 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1290 1500 905 1669 1500 720 1357 720 1622 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.84 0.85 0.71 1.03 0.37 0.33 1.05 0.34 0.59 0.38 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 520 686 73 99 152 294 68 1750 441 424 835 264 Future Volume (veh/h) 520 686 73 99 152 294 68 1750 441 424 835 264 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 578 762 81 110 169 327 72 1862 469 471 928 293 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 468 1007 449 156 687 500 285 1708 530 421 1502 670 Arrive On Green 0.14 0.30 0.30 0.05 0.20 0.20 0.04 0.35 0.35 0.26 0.89 0.89 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 578 762 81 110 169 327 72 1862 469 471 928 293 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 20.0 28.7 5.6 4.6 5.9 26.0 3.2 49.4 41.1 18.0 9.3 4.8 Cycle Q Clear(g_c), s 20.0 28.7 5.6 4.6 5.9 26.0 3.2 49.4 41.1 18.0 9.3 4.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 468 1007 449 156 687 500 285 1708 530 421 1502 670 V/C Ratio(X) 1.24 0.76 0.18 0.70 0.25 0.65 0.25 1.09 0.88 1.12 0.62 0.44 Avail Cap(c_a), veh/h 468 1007 449 374 721 515 406 1708 530 421 1502 670 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.91 Uniform Delay (d), s/veh 60.0 44.4 36.3 65.7 46.7 39.9 20.0 45.3 42.6 52.0 4.7 4.4 Incr Delay (d2), s/veh 123.5 3.0 0.1 2.2 0.1 2.6 0.2 50.8 19.0 78.5 1.7 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 16.2 12.2 2.1 2.0 2.5 9.9 1.3 27.4 17.8 11.0 2.1 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 183.5 47.4 36.4 67.8 46.8 42.5 20.2 96.1 61.7 130.5 6.4 6.3 LnGrp LOS F D D E D D C F E F A A Approach Vol, veh/h 1421 606 2403 1692 Approach Delay, s/veh 102.1 48.3 87.1 41.0 Approach LOS F D F D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 26.0 34.6 11.0 68.4 12.7 47.9 24.0 55.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 22.0 28.0 5.2 11.3 6.6 30.7 20.0 51.4 Green Ext Time (p_c), s 0.0 0.6 0.1 23.6 0.1 2.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 74.0 HCM 6th LOS E HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 520 686 73 99 152 294 68 1750 441 424 835 264 Future Volume (vph) 520 686 73 99 152 294 68 1750 441 424 835 264 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.19 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 340 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 578 762 81 110 169 327 72 1862 469 471 928 293 RTOR Reduction (vph) 0 0 59 0 0 46 0 0 194 0 0 149 Lane Group Flow (vph) 578 762 22 110 169 281 72 1862 275 471 928 144 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Effective Green, g (s) 20.0 38.4 38.4 9.3 27.7 48.0 68.3 48.0 48.0 20.3 61.8 61.8 Actuated g/C Ratio 0.14 0.27 0.27 0.07 0.20 0.34 0.49 0.34 0.34 0.15 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 449 888 397 208 641 559 227 1651 514 471 1480 662 v/s Ratio Prot c0.18 c0.24 0.03 0.05 0.07 0.01 c0.39 c0.14 0.28 v/s Ratio Perm 0.02 0.12 0.14 0.18 0.10 v/c Ratio 1.29 0.86 0.06 0.53 0.26 0.50 0.32 1.13 0.54 1.00 0.63 0.22 Uniform Delay, d1 60.0 48.2 37.4 63.2 47.5 36.5 21.4 46.0 37.0 59.9 30.2 24.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 1.24 2.42 Incremental Delay, d2 145.3 8.0 0.0 1.1 0.2 0.5 0.3 65.9 4.0 40.3 1.9 0.7 Delay (s) 205.3 56.2 37.5 64.4 47.7 37.0 21.7 111.9 41.0 98.4 39.4 59.2 Level of Service F E D E D D C F D F D E Approach Delay (s) 115.8 45.0 95.4 59.3 Approach LOS F D F E Intersection Summary HCM 2000 Control Delay 85.1 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.09 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 92.6% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 578 762 81 110 169 327 72 1862 469 471 928 293 v/c Ratio 1.29 0.86 0.17 0.53 0.26 0.54 0.30 1.13 0.66 1.00 0.62 0.36 Control Delay 191.8 58.8 2.9 72.1 47.9 29.7 20.5 108.0 18.7 97.8 40.5 11.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 191.8 58.8 2.9 72.1 47.9 29.7 20.5 108.0 18.7 97.8 40.5 11.7 Queue Length 50th (ft) ~344 340 0 51 67 181 32 ~717 134 ~256 375 32 Queue Length 95th (ft) #463 #454 16 81 102 280 60 #812 264 #372 487 118 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 889 482 359 694 602 323 1651 708 471 1508 822 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.29 0.86 0.17 0.31 0.24 0.54 0.22 1.13 0.66 1.00 0.62 0.36 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th TWSC 7: Corporate Drive & SW 5th St 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 2 Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 33 1 1 86 18 47 Future Vol, veh/h 33 1 1 86 18 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 1 1 96 20 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 97 0 - 0 124 49 Stage 1 - - - - 49 - Stage 2 - - - - 75 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1496 - - - 871 1020 Stage 1 - - - - 973 - Stage 2 - - - - 948 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1496 - - - 849 1020 Mov Cap-2 Maneuver - - - - 849 - Stage 1 - - - - 949 - Stage 2 - - - - 948 - Approach EB WB SB HCM Control Delay, s 7.2 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1496 - - - 966 HCM Lane V/C Ratio 0.025 - - - 0.075 HCM Control Delay (s) 7.5 0 - - 9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.2 HCM 6th TWSC 8: Waltman Lane & Corporate Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 3 Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 60 10 29 46 0 Future Vol, veh/h 0 60 10 29 46 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 67 11 32 51 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 43 0 - 0 94 27 Stage 1 - - - - 27 - Stage 2 - - - - 67 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1566 - - - 906 1048 Stage 1 - - - - 996 - Stage 2 - - - - 956 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1566 - - - 906 1048 Mov Cap-2 Maneuver - - - - 906 - Stage 1 - - - - 996 - Stage 2 - - - - 956 - Approach EB WB SB HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1566 - - - 906 HCM Lane V/C Ratio - - - - 0.056 HCM Control Delay (s) 0 - - - 9.2 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 6th TWSC 9: Western Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 4 Intersection Int Delay, s/veh 4.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 196 9 156 54 17 105 Future Vol, veh/h 196 9 156 54 17 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 218 10 173 60 19 117 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 228 0 629 223 Stage 1 - - - - 223 - Stage 2 - - - - 406 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1340 - 446 817 Stage 1 - - - - 814 - Stage 2 - - - - 673 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1340 - 388 817 Mov Cap-2 Maneuver - - - - 388 - Stage 1 - - - - 709 - Stage 2 - - - - 673 - Approach EB WB NB HCM Control Delay, s 0 6 10.8 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 388 817 - - 1340 - HCM Lane V/C Ratio 0.049 0.143 - - 0.129 - HCM Control Delay (s) 14.8 10.1 - - 8.1 - HCM Lane LOS B B - - A - HCM 95th %tile Q(veh) 0.2 0.5 - - 0.4 - HCM 6th TWSC 10: Site Access & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 5 Intersection Int Delay, s/veh 3.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 274 27 205 205 6 79 Future Vol, veh/h 274 27 205 205 6 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 40 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 304 30 228 228 7 88 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 334 0 1003 319 Stage 1 - - - - 319 - Stage 2 - - - - 684 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1225 - 268 722 Stage 1 - - - - 737 - Stage 2 - - - - 501 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1225 - 218 722 Mov Cap-2 Maneuver - - - - 243 - Stage 1 - - - - 600 - Stage 2 - - - - 501 - Approach EB WB NB HCM Control Delay, s 0 4.3 11.4 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 243 722 - - 1225 - HCM Lane V/C Ratio 0.027 0.122 - - 0.186 - HCM Control Delay (s) 20.2 10.7 - - 8.6 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.4 - - 0.7 - HCM 6th TWSC 11: Eastern Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 6 Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 344 9 126 404 6 147 Future Vol, veh/h 344 9 126 404 6 147 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 382 10 140 449 7 163 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 392 0 1116 387 Stage 1 - - - - 387 - Stage 2 - - - - 729 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1167 - 230 661 Stage 1 - - - - 686 - Stage 2 - - - - 477 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1167 - 202 661 Mov Cap-2 Maneuver - - - - 277 - Stage 1 - - - - 604 - Stage 2 - - - - 477 - Approach EB WB NB HCM Control Delay, s 0 2 12.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 627 - - 1167 - HCM Lane V/C Ratio 0.271 - - 0.12 - HCM Control Delay (s) 12.9 - - 8.5 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 1.1 - - 0.4 - HCM 6th TWSC 12: Eastern Driveway RIRO & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Synchro 9 Report Page 7 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 344 9 0 530 0 147 Future Vol, veh/h 344 9 0 530 0 147 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 382 10 0 589 0 163 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 387 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - - 0 - 0 661 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 661 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 12.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 661 - - - HCM Lane V/C Ratio 0.247 - - - HCM Control Delay (s) 12.2 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 1 - - - HCM 6th TWSC 1: SW 5th St & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 1 Intersection Int Delay, s/veh 9.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 972 78 23 1387 147 101 Future Vol, veh/h 972 78 23 1387 147 101 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 - Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1057 85 25 1524 163 112 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1143 0 1913 572 Stage 1 - - - - 1101 - Stage 2 - - - - 812 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 607 - ~ 60 463 Stage 1 - - - - 280 - Stage 2 - - - - 397 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 606 - ~ 57 463 Mov Cap-2 Maneuver - - - - 212 - Stage 1 - - - - 268 - Stage 2 - - - - 397 - Approach EB WB NB HCM Control Delay, s 0 0.2 98.9 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 272 - - 606 - HCM Lane V/C Ratio 1.013 - - 0.042 - HCM Control Delay (s) 98.9 - - 11.2 - HCM Lane LOS F - - B - HCM 95th %tile Q(veh) 10.4 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 652 422 429 1186 0 0 0 0 161 1363 161 Future Volume (veh/h) 0 652 422 429 1186 0 0 0 0 161 1363 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 679 440 452 1248 0 171 1450 171 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 700 453 512 1864 0 618 1772 550 Arrive On Green 0.00 0.36 0.36 0.16 0.55 0.00 0.37 0.37 0.37 Sat Flow, veh/h 0 2049 1267 3274 3455 0 1688 4837 1500 Grp Volume(v), veh/h 0 583 536 452 1248 0 171 1450 171 Grp Sat Flow(s),veh/h/ln 0 1683 1544 1637 1683 0 1688 1612 1500 Q Serve(g_s), s 0.0 51.1 51.3 20.3 39.4 0.0 10.7 40.7 12.2 Cycle Q Clear(g_c), s 0.0 51.1 51.3 20.3 39.4 0.0 10.7 40.7 12.2 Prop In Lane 0.00 0.82 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 601 551 512 1864 0 618 1772 550 V/C Ratio(X) 0.00 0.97 0.97 0.88 0.67 0.00 0.28 0.82 0.31 Avail Cap(c_a), veh/h 0 601 551 633 1864 0 653 1870 580 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.31 0.31 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 47.4 47.5 61.9 23.7 0.0 33.5 43.0 34.0 Incr Delay (d2), s/veh 0.0 29.0 31.2 4.2 0.6 0.0 0.1 2.6 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 25.8 24.0 8.6 15.3 0.0 4.5 16.6 11.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 76.4 78.6 66.1 24.3 0.0 33.6 45.6 34.1 LnGrp LOS A E E E C A C D C Approach Vol, veh/h 1119 1700 1792 Approach Delay, s/veh 77.5 35.4 43.4 Approach LOS E D D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 89.1 60.9 29.5 59.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 58.0 29.0 45.0 Max Q Clear Time (g_c+I1), s 41.4 42.7 22.3 53.3 Green Ext Time (p_c), s 23.5 12.2 1.2 0.0 Intersection Summary HCM 6th Ctrl Delay 48.7 HCM 6th LOS D HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 652 422 429 1186 0 0 0 0 161 1363 161 Future Volume (vph) 0 652 422 429 1186 0 0 0 0 161 1363 161 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3155 3144 3241 1676 4657 1480 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3155 3144 3241 1676 4657 1480 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.97 0.97 0.97 0.94 0.94 0.94 Adj. Flow (vph) 0 679 440 452 1248 0 0 0 0 171 1450 171 RTOR Reduction (vph) 0 14 0 0 0 0 0 0 0 0 0 40 Lane Group Flow (vph) 0 1105 0 452 1248 0 0 0 0 171 1450 131 Confl. Peds. (#/hr)1 1 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 48.2 25.8 80.0 58.0 58.0 58.0 Effective Green, g (s) 48.2 25.8 80.0 58.0 58.0 58.0 Actuated g/C Ratio 0.32 0.17 0.53 0.39 0.39 0.39 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1013 540 1728 648 1800 572 v/s Ratio Prot c0.35 c0.14 0.39 c0.31 v/s Ratio Perm 0.10 0.09 v/c Ratio 1.09 0.84 0.72 0.26 0.81 0.23 Uniform Delay, d1 50.9 60.1 26.6 31.4 41.0 31.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 56.5 10.9 2.7 0.1 2.6 0.1 Delay (s) 107.4 70.9 29.2 31.5 43.6 31.0 Level of Service F E C C D C Approach Delay (s) 107.4 40.3 0.0 41.2 Approach LOS F D A D Intersection Summary HCM 2000 Control Delay 56.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 89.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Queues 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 1 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 1119 452 1248 171 1450 171 v/c Ratio 1.09 0.84 0.72 0.26 0.81 0.28 Control Delay 102.2 74.0 29.6 32.8 45.3 20.5 Queue Delay 0.0 0.0 28.8 0.0 0.0 0.0 Total Delay 102.2 74.0 58.4 32.8 45.3 20.5 Queue Length 50th (ft) ~650 221 475 114 460 69 Queue Length 95th (ft) #818 280 562 174 523 128 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1026 607 1728 648 1800 612 Starvation Cap Reductn 0 0 539 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.09 0.74 1.05 0.26 0.81 0.28 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 128 674 0 0 1098 162 511 1570 347 0 0 0 Future Volume (vph) 128 674 0 0 1098 162 511 1570 347 0 0 0 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 12 11 12 12 12 12 12 12 13 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 0.91 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.98 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 3353 4567 1442 4546 1500 Flt Permitted 0.08 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 141 3353 4567 1442 4546 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.94 0.94 0.94 0.98 0.98 0.98 Adj. Flow (vph) 142 749 0 0 1207 178 544 1670 369 0 0 0 RTOR Reduction (vph) 0 0 0 0 11 0 0 0 67 0 0 0 Lane Group Flow (vph) 142 749 0 0 1374 0 490 1724 302 0 0 0 Confl. Peds. (#/hr) 1 1 Turn Type D.P+P NA NA Split NA Perm Protected Phases 1 6 2 8 8 Permitted Phases 2 8 Actuated Green, G (s) 64.6 70.6 50.1 80.1 80.1 80.1 Effective Green, g (s) 64.6 70.6 50.1 80.1 80.1 80.1 Actuated g/C Ratio 0.40 0.43 0.31 0.49 0.49 0.49 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 3.0 3.0 4.0 4.0 4.0 Lane Grp Cap (vph) 192 1454 1406 709 2238 738 v/s Ratio Prot c0.07 0.22 c0.30 0.34 c0.38 v/s Ratio Perm 0.23 0.20 v/c Ratio 0.74 0.52 0.98 0.69 0.77 0.41 Uniform Delay, d1 38.5 33.6 55.7 31.8 33.8 26.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.1 0.3 18.6 3.1 1.8 0.5 Delay (s) 50.5 33.9 74.3 34.9 35.6 26.8 Level of Service D C E C D C Approach Delay (s) 36.5 74.3 34.2 0.0 Approach LOS D E C A Intersection Summary HCM 2000 Control Delay 46.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 162.7 Sum of lost time (s) 18.0 Intersection Capacity Utilization 89.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Queues 3: Main Street & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 2 Lane Group EBL EBT WBT NBL NBT NBR Lane Group Flow (vph) 142 749 1385 490 1724 369 v/c Ratio 0.74 0.51 0.98 0.69 0.77 0.46 Control Delay 60.5 34.9 73.8 38.8 37.2 19.2 Queue Delay 0.0 0.7 0.0 0.0 0.0 0.0 Total Delay 60.5 35.6 73.8 38.8 37.2 19.2 Queue Length 50th (ft) 100 303 528 454 566 159 Queue Length 95th (ft) 180 364 #686 676 691 271 Internal Link Dist (ft) 426 637 1219 Turn Bay Length (ft) 283 465 592 Base Capacity (vph) 296 1671 1416 709 2236 804 Starvation Cap Reductn 0 554 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.67 0.98 0.69 0.77 0.46 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 314 27 565 483 25 174 509 1879 353 13 165 1847 Future Volume (vph) 314 27 565 483 25 174 509 1879 353 13 165 1847 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 349 30 628 531 27 191 530 1957 368 14 179 2008 RTOR Reduction (vph) 0 0 147 0 0 136 0 0 193 0 0 0 Lane Group Flow (vph) 349 30 481 531 27 55 530 1957 175 0 193 2008 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 8.5 8.5 8.5 27.5 27.5 27.5 12.5 56.8 56.8 19.2 65.5 Effective Green, g (s) 8.5 8.5 8.5 27.5 27.5 27.5 12.5 56.8 56.8 19.2 65.5 Actuated g/C Ratio 0.06 0.06 0.06 0.18 0.18 0.18 0.08 0.38 0.38 0.13 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 184 96 96 576 312 262 135 1824 643 214 2103 v/s Ratio Prot 0.11 0.02 c0.17 0.02 c0.33 c0.41 0.12 c0.42 v/s Ratio Perm c0.28 0.04 0.10 v/c Ratio 1.90 0.31 5.01 0.92 0.09 0.21 3.93 1.07 0.27 0.90 0.95 Uniform Delay, d1 70.8 67.9 70.8 60.2 50.8 52.0 68.8 46.6 32.3 64.5 40.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.05 0.68 0.79 1.05 0.90 Incremental Delay, d2 423.3 1.4 1827.1 20.4 0.1 0.3 1329.9 41.4 0.8 24.9 7.8 Delay (s) 494.0 69.3 1897.8 80.6 50.9 52.3 1402.1 72.9 26.4 92.8 44.8 Level of Service F E F F D D F E C F D Approach Delay (s) 1356.8 72.3 313.6 46.9 Approach LOS F E F D Intersection Summary HCM 2000 Control Delay 340.6 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.64 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 112.5% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 4 Movement SBR Lane Configurations Traffic Volume (vph) 310 Future Volume (vph) 310 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 337 RTOR Reduction (vph) 109 Lane Group Flow (vph) 228 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 65.5 Effective Green, g (s) 65.5 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 638 v/s Ratio Prot v/s Ratio Perm 0.16 v/c Ratio 0.36 Uniform Delay, d1 28.2 Progression Factor 1.14 Incremental Delay, d2 0.9 Delay (s) 33.0 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 349 30 628 531 27 191 530 1957 368 193 2008 337 v/c Ratio 1.90 0.31 2.58 0.92 0.09 0.48 3.96 1.07 0.44 0.90 0.95 0.45 Control Delay 457.9 76.9 742.9 82.5 51.4 15.0 1353.8 73.3 6.2 94.8 44.9 14.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 457.9 76.9 742.9 82.5 51.4 15.0 1353.8 73.3 6.2 94.8 44.9 14.8 Queue Length 50th (ft) ~268 29 ~884 265 22 20 ~943 ~800 81 194 487 75 Queue Length 95th (ft) #374 66 #1129 #367 52 96 #1180 #889 118 m#253 m593 m131 Internal Link Dist (ft) 528 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 586 318 402 134 1823 836 223 2103 747 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.90 0.31 2.58 0.91 0.08 0.48 3.96 1.07 0.44 0.87 0.95 0.45 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 5 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 537 1099 725 778 1248 792 522 538 986 944 Future Volume (vph) 537 1099 725 778 1248 792 522 538 986 944 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 554 1133 747 864 1387 880 580 598 1038 994 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 554 1133 747 864 1387 880 580 598 1038 926 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 29.0 45.5 150.0 43.0 72.0 43.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.19 0.30 1.00 0.29 0.48 0.29 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 628 1461 1500 932 1425 932 1267 v/s Ratio Prot c0.17 c0.24 c0.27 0.29 0.18 0.08 c0.32 0.14 v/s Ratio Perm 0.50 0.59 0.15 0.21 v/c Ratio 0.88 0.78 0.50 1.38 0.95 0.59 0.62 0.42 1.11 0.73 Uniform Delay, d1 58.8 47.6 0.0 60.5 51.1 0.0 46.4 25.4 53.5 31.2 Progression Factor 0.87 0.86 1.00 0.85 0.76 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 8.2 2.4 0.7 170.0 1.9 0.2 0.9 0.1 65.9 1.9 Delay (s) 59.3 43.1 0.7 221.4 40.7 0.2 47.4 25.5 119.4 33.1 Level of Service E D A F D A D C F C Approach Delay (s) 33.8 79.2 Approach LOS C E Intersection Summary HCM 2000 Control Delay 60.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.07 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 4 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 554 1133 747 864 1387 880 580 598 1038 994 v/c Ratio 0.88 0.78 0.50 1.38 0.95 0.59 0.62 0.40 1.11 0.64 Control Delay 61.5 43.4 1.1 209.1 41.0 0.9 49.9 19.2 114.3 21.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.5 43.4 1.1 209.1 41.0 0.9 49.9 19.2 114.3 21.0 Queue Length 50th (ft) 278 395 11 ~572 492 0 255 180 ~597 317 Queue Length 95th (ft) m#317 m433 m0 m#504 m418 m0 320 228 #734 397 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 628 1461 1500 932 1496 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.78 0.50 1.38 0.95 0.59 0.62 0.40 1.11 0.64 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 358 350 210 391 723 568 141 1210 197 472 1773 617 Future Volume (veh/h) 358 350 210 391 723 568 141 1210 197 472 1773 617 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.75 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 398 389 233 399 738 580 152 1301 212 492 1847 643 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 696 310 349 673 550 174 1742 541 545 1522 506 Arrive On Green 0.11 0.21 0.21 0.11 0.20 0.20 0.07 0.36 0.36 0.05 0.15 0.15 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1119 Grp Volume(v), veh/h 398 389 233 399 738 580 152 1301 212 492 1847 643 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1119 Q Serve(g_s), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 35.3 15.8 22.4 67.8 67.8 Cycle Q Clear(g_c), s 17.0 15.5 21.9 16.0 30.0 30.0 9.1 35.3 15.8 22.4 67.8 67.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 696 310 349 673 550 174 1742 541 545 1522 506 V/C Ratio(X) 1.07 0.56 0.75 1.14 1.10 1.05 0.87 0.75 0.39 0.90 1.21 1.27 Avail Cap(c_a), veh/h 371 696 310 349 673 550 262 1742 541 589 1522 506 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.32 0.32 0.32 Uniform Delay (d), s/veh 66.5 53.4 55.9 67.0 60.0 47.5 44.6 42.0 35.7 69.7 63.8 63.8 Incr Delay (d2), s/veh 67.4 0.6 8.8 92.7 63.9 53.4 13.2 3.0 2.1 6.2 98.3 127.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.5 6.6 9.0 11.1 18.6 28.2 6.3 14.3 6.1 10.4 51.6 38.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 133.9 54.0 64.7 159.7 123.9 100.9 57.8 45.0 37.9 75.9 162.1 191.1 LnGrp LOS F D E F F F E D D E F F Approach Vol, veh/h 1020 1717 1665 2982 Approach Delay, s/veh 87.6 124.4 45.2 154.1 Approach LOS F F D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 36.0 17.2 73.8 22.0 37.0 31.0 60.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 19.0 32.0 11.1 69.8 18.0 23.9 24.4 37.3 Green Ext Time (p_c), s 0.0 0.0 0.2 0.0 0.0 2.2 0.6 13.5 Intersection Summary HCM 6th Ctrl Delay 113.5 HCM 6th LOS F Notes User approved pedestrian interval to be less than phase max green. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 358 350 210 391 723 568 141 1210 197 472 1773 617 Future Volume (vph) 358 350 210 391 723 568 141 1210 197 472 1773 617 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 108 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 398 389 233 399 738 580 152 1301 212 492 1847 643 RTOR Reduction (vph) 0 0 185 0 0 41 0 0 137 0 0 164 Lane Group Flow (vph) 398 389 48 399 738 539 152 1301 75 492 1847 479 Confl. Peds. (#/hr)1773 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 17.0 31.0 31.0 16.0 30.0 56.1 79.0 52.9 52.9 26.1 65.5 65.5 Effective Green, g (s) 17.0 31.0 31.0 16.0 30.0 56.1 79.0 52.9 52.9 26.1 65.5 65.5 Actuated g/C Ratio 0.11 0.21 0.21 0.11 0.20 0.37 0.53 0.35 0.35 0.17 0.44 0.44 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 356 669 299 335 648 600 198 1699 529 565 1464 655 v/s Ratio Prot 0.13 0.12 c0.13 c0.23 c0.16 0.07 0.27 0.15 c0.55 v/s Ratio Perm 0.03 0.22 0.34 0.05 0.32 v/c Ratio 1.12 0.58 0.16 1.19 1.14 0.90 0.77 0.77 0.14 0.87 1.26 0.73 Uniform Delay, d1 66.5 53.7 48.8 67.0 60.0 44.3 42.2 43.1 33.1 60.3 42.2 35.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 0.80 0.70 Incremental Delay, d2 83.5 0.8 0.1 111.7 80.2 16.2 14.7 3.4 0.6 6.4 120.2 3.1 Delay (s) 150.0 54.5 48.9 178.7 140.2 60.4 56.9 46.4 33.6 70.5 153.8 27.7 Level of Service F D D F F E E D C E F C Approach Delay (s) 90.5 122.2 45.7 112.9 Approach LOS F F D F Intersection Summary HCM 2000 Control Delay 96.8 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.22 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 111.9% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 398 389 233 399 738 580 152 1301 212 492 1847 643 v/c Ratio 1.12 0.58 0.48 1.19 1.14 0.91 0.77 0.77 0.32 0.87 1.26 0.79 Control Delay 141.8 57.7 9.3 166.7 132.7 56.1 60.0 46.9 5.4 71.8 151.3 17.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 141.8 57.7 9.3 166.7 132.7 56.1 60.0 46.9 5.4 71.8 151.3 17.6 Queue Length 50th (ft) ~229 182 0 ~241 ~442 479 97 417 0 231 ~1183 270 Queue Length 95th (ft) #339 240 75 #351 #573 #720 175 477 57 m242 m#1257 m319 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 484 335 648 646 258 1699 666 585 1463 818 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.12 0.58 0.48 1.19 1.14 0.90 0.59 0.77 0.32 0.84 1.26 0.79 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC 7: Corporate Drive & SW 5th St 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 2 Intersection Int Delay, s/veh 6.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 52 0 0 58 65 44 Future Vol, veh/h 52 0 0 58 65 44 Conflicting Peds, #/hr 2 0 0 2 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 58 0 0 64 72 49 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 66 0 - 0 150 34 Stage 1 - - - - 34 - Stage 2 - - - - 116 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1536 - - - 842 1039 Stage 1 - - - - 988 - Stage 2 - - - - 909 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1533 - - - 807 1037 Mov Cap-2 Maneuver - - - - 807 - Stage 1 - - - - 948 - Stage 2 - - - - 907 - Approach EB WB SB HCM Control Delay, s 7.4 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1533 - - - 886 HCM Lane V/C Ratio 0.038 - - - 0.137 HCM Control Delay (s) 7.4 0 - - 9.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.5 HCM 6th TWSC 8: Waltman Lane & Corporate Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 3 Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 60 10 52 43 0 Future Vol, veh/h 0 60 10 52 43 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 67 11 58 48 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 69 0 - 0 107 40 Stage 1 - - - - 40 - Stage 2 - - - - 67 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1532 - - - 891 1031 Stage 1 - - - - 982 - Stage 2 - - - - 956 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1532 - - - 891 1031 Mov Cap-2 Maneuver - - - - 891 - Stage 1 - - - - 982 - Stage 2 - - - - 956 - Approach EB WB SB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1532 - - - 891 HCM Lane V/C Ratio - - - - 0.054 HCM Control Delay (s) 0 - - - 9.3 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 6th TWSC 9: Western Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 4 Intersection Int Delay, s/veh 5.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 195 9 196 198 32 222 Future Vol, veh/h 195 9 196 198 32 222 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 30 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 217 10 218 220 36 247 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 227 0 878 222 Stage 1 - - - - 222 - Stage 2 - - - - 656 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1341 - 318 818 Stage 1 - - - - 815 - Stage 2 - - - - 516 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1341 - 266 818 Mov Cap-2 Maneuver - - - - 266 - Stage 1 - - - - 682 - Stage 2 - - - - 516 - Approach EB WB NB HCM Control Delay, s 0 4.1 12.5 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 266 818 - - 1341 - HCM Lane V/C Ratio 0.134 0.302 - - 0.162 - HCM Control Delay (s) 20.6 11.3 - - 8.2 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.5 1.3 - - 0.6 - HCM 6th TWSC 10: Middle Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 5 Intersection Int Delay, s/veh 4.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 391 26 252 383 10 184 Future Vol, veh/h 391 26 252 383 10 184 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 30 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 434 29 280 426 11 204 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 463 0 1435 449 Stage 1 - - - - 449 - Stage 2 - - - - 986 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1098 - 147 610 Stage 1 - - - - 643 - Stage 2 - - - - 361 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1098 - 110 610 Mov Cap-2 Maneuver - - - - 72 - Stage 1 - - - - 479 - Stage 2 - - - - 361 - Approach EB WB NB HCM Control Delay, s 0 3.7 16.4 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 72 610 - - 1098 - HCM Lane V/C Ratio 0.154 0.335 - - 0.255 - HCM Control Delay (s) 63.9 13.8 - - 9.4 - HCM Lane LOS F B - - A - HCM 95th %tile Q(veh) 0.5 1.5 - - 1 - HCM 6th TWSC 11: Eastern Driveway & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 6 Intersection Int Delay, s/veh 12.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 565 9 204 623 10 327 Future Vol, veh/h 565 9 204 623 10 327 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 100 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 628 10 227 692 11 363 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 638 0 1779 633 Stage 1 - - - - 633 - Stage 2 - - - - 1146 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 946 - 90 480 Stage 1 - - - - 529 - Stage 2 - - - - 303 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 946 - 68 480 Mov Cap-2 Maneuver - - - - 69 - Stage 1 - - - - 402 - Stage 2 - - - - 303 - Approach EB WB NB HCM Control Delay, s 0 2.5 58.5 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 408 - - 946 - HCM Lane V/C Ratio 0.918 - - 0.24 - HCM Control Delay (s) 58.5 - - 10 - HCM Lane LOS F - - B - HCM 95th %tile Q(veh) 9.9 - - 0.9 - HCM 6th TWSC 12: Eastern Driveway RIRO & Waltman Lane 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Synchro 9 Report Page 7 Intersection Int Delay, s/veh 6.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 565 9 0 827 0 327 Future Vol, veh/h 565 9 0 827 0 327 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 628 10 0 919 0 363 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 633 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - - 0 - 0 480 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 480 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 32.3 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 480 - - - HCM Lane V/C Ratio 0.757 - - - HCM Control Delay (s) 32.3 - - - HCM Lane LOS D - - - HCM 95th %tile Q(veh) 6.5 - - - HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Mitigated Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 111 14 208 160 23 73 312 1638 310 6 67 1585 Future Volume (vph) 111 14 208 160 23 73 312 1638 310 6 67 1585 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 0.97 0.91 1.00 1.00 0.91 Frt 1.00 0.87 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1409 1615 3144 1706 1450 3144 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1409 1615 3144 1706 1450 3144 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 123 16 231 178 26 81 332 1743 330 7 74 1761 RTOR Reduction (vph) 0 103 115 0 0 73 0 0 167 0 0 0 Lane Group Flow (vph) 123 22 7 178 26 8 332 1743 163 0 81 1761 Turn Type Split NA Prot Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 1 2 2 3 8 7 7 4 Permitted Phases 2 8 Actuated Green, G (s) 8.2 8.2 8.2 13.0 13.0 13.0 23.3 69.2 69.2 11.6 59.5 Effective Green, g (s) 8.2 8.2 8.2 13.0 13.0 13.0 23.3 69.2 69.2 11.6 59.5 Actuated g/C Ratio 0.06 0.06 0.06 0.09 0.09 0.09 0.17 0.49 0.49 0.08 0.42 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 190 82 94 291 158 134 523 2381 840 138 2047 v/s Ratio Prot c0.04 0.02 0.00 c0.06 0.02 c0.11 c0.36 0.05 c0.37 v/s Ratio Perm 0.01 0.10 v/c Ratio 0.65 0.27 0.08 0.61 0.16 0.06 0.63 0.73 0.19 0.59 0.86 Uniform Delay, d1 64.5 63.0 62.3 61.1 58.5 57.9 54.4 28.1 19.8 61.9 36.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.81 2.28 1.00 1.00 Incremental Delay, d2 6.5 1.3 0.3 3.2 0.4 0.1 1.1 1.2 0.3 5.2 5.0 Delay (s) 71.0 64.4 62.6 64.3 58.9 58.0 52.5 23.9 45.4 67.1 41.5 Level of Service E E E E E E D C D E D Approach Delay (s) 66.0 62.0 30.8 41.1 Approach LOS E E C D Intersection Summary HCM 2000 Control Delay 39.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Mitigated Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 155 Future Volume (vph) 155 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 172 RTOR Reduction (vph) 99 Lane Group Flow (vph) 73 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 59.5 Effective Green, g (s) 59.5 Actuated g/C Ratio 0.42 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 637 v/s Ratio Prot v/s Ratio Perm 0.05 v/c Ratio 0.11 Uniform Delay, d1 24.3 Progression Factor 1.00 Incremental Delay, d2 0.4 Delay (s) 24.7 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Mitigated Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 123 125 122 178 26 81 332 1743 330 81 1761 172 v/c Ratio 0.65 0.68 0.48 0.61 0.17 0.27 0.64 0.73 0.33 0.58 0.86 0.23 Control Delay 80.4 33.8 9.2 69.8 59.3 2.3 55.6 25.1 6.0 77.8 42.0 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.4 33.8 9.2 69.8 59.3 2.3 55.6 25.1 6.0 77.8 42.0 2.3 Queue Length 50th (ft) 57 14 0 81 22 0 135 554 75 72 521 0 Queue Length 95th (ft) 92 #98 23 118 52 0 m165 m634 m85 125 618 26 Internal Link Dist (ft) 465 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 197 187 255 583 316 415 522 2380 1007 165 2049 756 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.62 0.67 0.48 0.31 0.08 0.20 0.64 0.73 0.33 0.49 0.86 0.23 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC 1: SW 5th St & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Mitigated Synchro 9 Report Page 1 Intersection Int Delay, s/veh 3.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 972 69 23 1387 136 101 Future Vol, veh/h 972 69 23 1387 136 101 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 100 Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1057 75 25 1524 151 112 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1133 0 1908 567 Stage 1 - - - - 1096 - Stage 2 - - - - 812 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 612 - ~ 60 467 Stage 1 - - - - 282 - Stage 2 - - - - 397 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 611 - ~ 57 467 Mov Cap-2 Maneuver - - - - 220 - Stage 1 - - - - 282 - Stage 2 - - - - 381 - Approach EB WB NB HCM Control Delay, s 0 0.2 35.7 HCM LOS E Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 220 467 - - 611 - HCM Lane V/C Ratio 0.687 0.24 - - 0.041 - HCM Control Delay (s) 51 15.1 - - 11.1 - HCM Lane LOS F C - - B - HCM 95th %tile Q(veh) 4.4 0.9 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Mitigated Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 261 27 458 483 25 174 391 1879 353 13 165 1847 Future Volume (vph) 261 27 458 483 25 174 391 1879 353 13 165 1847 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 0.97 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.87 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1405 1615 3144 1706 1430 3144 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1405 1615 3144 1706 1430 3144 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 290 30 509 531 27 191 407 1957 368 14 179 2008 RTOR Reduction (vph) 0 166 166 0 0 145 0 0 196 0 0 0 Lane Group Flow (vph) 290 103 104 531 27 46 407 1957 172 0 193 2008 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Prot Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 1 2 2 3 8 7 7 4 Permitted Phases 2 8 Actuated Green, G (s) 10.5 10.5 10.5 26.0 26.0 26.0 16.0 58.5 58.5 17.0 61.5 Effective Green, g (s) 10.5 10.5 10.5 26.0 26.0 26.0 16.0 58.5 58.5 17.0 61.5 Actuated g/C Ratio 0.07 0.07 0.07 0.17 0.17 0.17 0.11 0.39 0.39 0.11 0.41 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 227 98 113 544 295 247 335 1879 663 189 1975 v/s Ratio Prot c0.09 0.07 0.06 c0.17 0.02 c0.13 0.41 0.12 c0.42 v/s Ratio Perm 0.03 0.10 v/c Ratio 1.28 1.05 0.92 0.98 0.09 0.18 1.21 1.04 0.26 1.02 1.02 Uniform Delay, d1 69.8 69.8 69.3 61.7 52.1 52.9 67.0 45.8 31.1 66.5 44.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.04 0.67 0.78 1.00 1.00 Incremental Delay, d2 154.4 104.0 58.5 32.2 0.1 0.3 116.9 30.5 0.8 71.1 24.5 Delay (s) 224.2 173.7 127.8 93.9 52.2 53.2 186.3 61.2 25.1 137.6 68.8 Level of Service F F F F D D F E C F E Approach Delay (s) 176.4 82.0 75.0 69.9 Approach LOS F F E E Intersection Summary HCM 2000 Control Delay 86.3 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.08 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 106.4% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Mitigated Synchro 9 Report Page 4 Movement SBR Lane Configurations Traffic Volume (vph) 251 Future Volume (vph) 251 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 273 RTOR Reduction (vph) 114 Lane Group Flow (vph) 159 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 61.5 Effective Green, g (s) 61.5 Actuated g/C Ratio 0.41 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 599 v/s Ratio Prot v/s Ratio Perm 0.11 v/c Ratio 0.27 Uniform Delay, d1 29.3 Progression Factor 1.00 Incremental Delay, d2 1.1 Delay (s) 30.4 Level of Service C Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Mitigated Synchro 9 Report Page 5 HCM 6th Edition methodology expects strict NEMA phasing. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Mitigated Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 164 14 315 160 23 73 341 1638 310 6 67 1585 Future Volume (vph) 164 14 315 160 23 73 341 1638 310 6 67 1585 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 0.97 0.91 1.00 1.00 0.91 Frt 1.00 0.86 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1399 1615 3144 1706 1450 3144 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1399 1615 3144 1706 1450 3144 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 182 16 350 178 26 81 363 1743 330 7 74 1761 RTOR Reduction (vph) 0 158 171 0 0 73 0 0 168 0 0 0 Lane Group Flow (vph) 182 26 11 178 26 8 363 1743 162 0 81 1761 Turn Type Split NA Prot Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 1 2 2 3 8 7 7 4 Permitted Phases 2 8 Actuated Green, G (s) 8.5 8.5 8.5 13.0 13.0 13.0 25.6 68.9 68.9 11.6 56.9 Effective Green, g (s) 8.5 8.5 8.5 13.0 13.0 13.0 25.6 68.9 68.9 11.6 56.9 Actuated g/C Ratio 0.06 0.06 0.06 0.09 0.09 0.09 0.18 0.49 0.49 0.08 0.41 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 197 84 98 291 158 134 574 2371 836 138 1958 v/s Ratio Prot c0.06 0.02 0.01 c0.06 0.02 c0.12 c0.36 0.05 c0.37 v/s Ratio Perm 0.01 0.10 v/c Ratio 0.92 0.31 0.11 0.61 0.16 0.06 0.63 0.74 0.19 0.59 0.90 Uniform Delay, d1 65.4 63.0 62.2 61.1 58.5 57.9 52.9 28.3 20.0 61.9 38.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.80 2.24 0.82 1.48 Incremental Delay, d2 42.9 1.5 0.4 3.2 0.4 0.1 1.0 1.2 0.3 3.5 5.0 Delay (s) 108.3 64.5 62.6 64.3 58.9 58.0 52.8 24.0 45.0 54.0 62.4 Level of Service F E E E E E D C D D E Approach Delay (s) 78.4 62.0 31.1 72.0 Approach LOS E E C E Intersection Summary HCM 2000 Control Delay 53.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Mitigated Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 169 Future Volume (vph) 169 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 188 RTOR Reduction (vph) 112 Lane Group Flow (vph) 76 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 56.9 Effective Green, g (s) 56.9 Actuated g/C Ratio 0.41 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 609 v/s Ratio Prot v/s Ratio Perm 0.05 v/c Ratio 0.13 Uniform Delay, d1 26.0 Progression Factor 6.49 Incremental Delay, d2 0.3 Delay (s) 169.0 Level of Service F Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Mitigated Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 182 184 182 178 26 81 363 1743 330 81 1761 188 v/c Ratio 0.92 0.76 0.68 0.61 0.17 0.27 0.63 0.74 0.33 0.58 0.90 0.26 Control Delay 111.5 31.9 21.7 69.8 59.3 2.3 56.1 25.0 5.9 61.4 62.4 16.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 111.5 31.9 21.7 69.8 59.3 2.3 56.1 25.0 5.9 61.4 62.4 16.8 Queue Length 50th (ft) 86 14 0 81 22 0 152 553 74 76 593 53 Queue Length 95th (ft) #162 #128 82 118 52 0 m183 m630 m82 m97 653 m85 Internal Link Dist (ft) 465 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 197 242 269 583 316 415 573 2371 1004 165 1961 732 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.76 0.68 0.31 0.08 0.20 0.63 0.74 0.33 0.49 0.90 0.26 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th TWSC 1: SW 5th St & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Mitigated Synchro 9 Report Page 1 Intersection Int Delay, s/veh 3.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 972 69 23 1387 136 101 Future Vol, veh/h 972 69 23 1387 136 101 Conflicting Peds, #/hr 0 1 1 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 50 - 0 100 Veh in Median Storage, # 0 - - 0 2 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 91 91 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1057 75 25 1524 151 112 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1133 0 1908 567 Stage 1 - - - - 1096 - Stage 2 - - - - 812 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 612 - ~ 60 467 Stage 1 - - - - 282 - Stage 2 - - - - 397 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 611 - ~ 57 467 Mov Cap-2 Maneuver - - - - 220 - Stage 1 - - - - 282 - Stage 2 - - - - 381 - Approach EB WB NB HCM Control Delay, s 0 0.2 35.7 HCM LOS E Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 220 467 - - 611 - HCM Lane V/C Ratio 0.687 0.24 - - 0.041 - HCM Control Delay (s) 51 15.1 - - 11.1 - HCM Lane LOS F C - - B - HCM 95th %tile Q(veh) 4.4 0.9 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Mitigated Synchro 9 Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 314 27 565 483 25 174 509 1879 353 13 165 1847 Future Volume (vph) 314 27 565 483 25 174 509 1879 353 13 165 1847 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 0.97 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1400 1615 3144 1706 1430 3144 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1400 1615 3144 1706 1430 3144 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 349 30 628 531 27 191 530 1957 368 14 179 2008 RTOR Reduction (vph) 0 157 157 0 0 150 0 0 196 0 0 0 Lane Group Flow (vph) 349 174 170 531 27 41 530 1957 172 0 193 2008 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Prot Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 1 2 2 3 8 7 7 4 Permitted Phases 2 8 Actuated Green, G (s) 12.5 12.5 12.5 26.0 26.0 26.0 18.0 58.5 58.5 15.0 57.5 Effective Green, g (s) 12.5 12.5 12.5 26.0 26.0 26.0 18.0 58.5 58.5 15.0 57.5 Actuated g/C Ratio 0.08 0.08 0.08 0.17 0.17 0.17 0.12 0.39 0.39 0.10 0.38 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 271 116 134 544 295 247 377 1879 663 167 1846 v/s Ratio Prot 0.11 c0.12 0.11 c0.17 0.02 c0.17 0.41 0.12 c0.42 v/s Ratio Perm 0.03 0.10 v/c Ratio 1.29 1.50 1.27 0.98 0.09 0.16 1.41 1.04 0.26 1.16 1.09 Uniform Delay, d1 68.8 68.8 68.8 61.7 52.1 52.8 66.0 45.8 31.1 67.5 46.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.03 0.66 0.64 1.01 1.03 Incremental Delay, d2 154.4 265.5 167.6 32.2 0.1 0.2 194.7 30.2 0.7 103.7 46.0 Delay (s) 223.2 334.2 236.3 93.9 52.2 53.0 262.8 60.3 20.6 171.5 93.7 Level of Service F F F F D D F E C F F Approach Delay (s) 264.0 82.0 92.8 93.6 Approach LOS F F F F Intersection Summary HCM 2000 Control Delay 116.0 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.18 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 111.3% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Mitigated Synchro 9 Report Page 4 Movement SBR Lane Configurations Traffic Volume (vph) 310 Future Volume (vph) 310 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 337 RTOR Reduction (vph) 128 Lane Group Flow (vph) 209 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 57.5 Effective Green, g (s) 57.5 Actuated g/C Ratio 0.38 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 560 v/s Ratio Prot v/s Ratio Perm 0.14 v/c Ratio 0.37 Uniform Delay, d1 33.3 Progression Factor 1.41 Incremental Delay, d2 1.2 Delay (s) 48.1 Level of Service D Approach Delay (s) Approach LOS Intersection Summary HCM 6th Signalized Intersection Summary 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Mitigated Synchro 9 Report Page 5 HCM 6th Edition methodology expects strict NEMA phasing. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 354 743 692 602 421 312 501 299 280 418 Future Volume (vph) 354 743 692 602 421 312 501 299 280 418 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 393 826 769 654 458 339 557 332 304 454 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 79 Lane Group Flow (vph) 393 826 769 654 458 339 557 332 304 375 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.0 46.8 140.0 33.2 52.0 140.0 27.5 55.5 27.5 60.7 Effective Green, g (s) 28.0 46.8 140.0 33.2 52.0 140.0 27.5 55.5 27.5 60.7 Actuated g/C Ratio 0.20 0.33 1.00 0.24 0.37 1.00 0.20 0.40 0.20 0.43 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1610 1500 771 1789 1500 638 1216 638 1144 v/s Ratio Prot 0.12 0.17 c0.20 0.10 c0.17 0.05 0.09 0.08 v/s Ratio Perm c0.51 0.23 0.07 0.06 v/c Ratio 0.60 0.51 0.51 0.85 0.26 0.23 0.87 0.27 0.48 0.33 Uniform Delay, d1 51.0 37.4 0.0 51.0 30.6 0.0 54.6 28.6 49.9 26.2 Progression Factor 1.37 1.47 1.00 1.31 0.96 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.8 0.9 4.5 0.2 0.2 12.2 0.0 0.2 0.1 Delay (s) 70.7 55.8 0.9 71.1 29.5 0.2 66.8 28.6 50.1 26.2 Level of Service E E A E C A E C D C Approach Delay (s) 37.5 41.4 Approach LOS D D Intersection Summary HCM 2000 Control Delay 41.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 393 826 769 654 458 339 557 332 304 454 v/c Ratio 0.60 0.51 0.51 0.85 0.26 0.23 0.87 0.26 0.48 0.31 Control Delay 73.4 58.2 3.9 72.3 30.2 0.2 69.7 21.1 52.0 12.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.4 58.2 3.9 72.3 30.2 0.2 69.7 21.1 52.0 12.3 Queue Length 50th (ft) 194 287 88 242 70 0 254 97 126 84 Queue Length 95th (ft) m240 m330 m326 m236 m90 m0 316 127 170 106 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1609 1500 905 1790 1500 720 1291 720 1559 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.51 0.51 0.72 0.26 0.23 0.77 0.26 0.42 0.29 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 380 494 52 71 109 225 48 1275 318 314 598 194 Future Volume (veh/h) 380 494 52 71 109 225 48 1275 318 314 598 194 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 422 549 58 79 121 250 51 1356 338 349 664 216 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 463 910 406 121 558 428 409 1946 604 390 1652 737 Arrive On Green 0.14 0.27 0.27 0.04 0.17 0.17 0.03 0.40 0.40 0.24 0.98 0.98 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 422 549 58 79 121 250 51 1356 338 349 664 216 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 17.8 19.9 4.1 3.3 4.4 20.0 2.1 32.6 24.3 14.4 0.9 0.5 Cycle Q Clear(g_c), s 17.8 19.9 4.1 3.3 4.4 20.0 2.1 32.6 24.3 14.4 0.9 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 463 910 406 121 558 428 409 1946 604 390 1652 737 V/C Ratio(X) 0.91 0.60 0.14 0.65 0.22 0.58 0.12 0.70 0.56 0.89 0.40 0.29 Avail Cap(c_a), veh/h 468 910 406 374 721 501 538 1946 604 421 1652 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 59.2 44.6 38.8 66.5 50.6 43.0 16.5 34.7 32.3 52.5 0.7 0.7 Incr Delay (d2), s/veh 21.2 0.8 0.1 2.2 0.1 0.9 0.1 2.1 3.7 19.2 0.7 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 8.3 1.5 1.4 1.8 7.5 0.8 13.0 9.4 6.2 0.4 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 80.4 45.4 38.8 68.7 50.7 43.9 16.6 36.8 36.0 71.6 1.4 1.6 LnGrp LOS F D D E D D B D D E A A Approach Vol, veh/h 1029 450 1745 1229 Approach Delay, s/veh 59.4 50.1 36.1 21.4 Approach LOS E D D C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 25.8 29.2 10.3 74.7 11.2 43.8 22.7 62.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 19.8 22.0 4.1 2.9 5.3 21.9 16.4 34.6 Green Ext Time (p_c), s 0.0 1.2 0.0 17.2 0.1 4.1 0.2 12.7 Intersection Summary HCM 6th Ctrl Delay 38.8 HCM 6th LOS D HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 380 494 52 71 109 225 48 1275 318 314 598 194 Future Volume (vph) 380 494 52 71 109 225 48 1275 318 314 598 194 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.34 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 606 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 422 549 58 79 121 250 51 1356 338 349 664 216 RTOR Reduction (vph) 0 0 46 0 0 51 0 0 185 0 0 104 Lane Group Flow (vph) 422 549 12 79 121 199 51 1356 153 349 664 112 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 19.9 29.8 29.8 7.9 17.8 37.2 78.3 58.9 58.9 19.4 72.9 72.9 Effective Green, g (s) 19.9 29.8 29.8 7.9 17.8 37.2 78.3 58.9 58.9 19.4 72.9 72.9 Actuated g/C Ratio 0.14 0.21 0.21 0.06 0.13 0.27 0.56 0.42 0.42 0.14 0.52 0.52 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 446 689 308 177 412 447 380 2027 631 450 1745 781 v/s Ratio Prot c0.13 c0.17 0.03 0.04 0.06 0.01 c0.28 c0.11 0.20 v/s Ratio Perm 0.01 0.08 0.07 0.10 0.07 v/c Ratio 0.95 0.80 0.04 0.45 0.29 0.44 0.13 0.67 0.24 0.78 0.38 0.14 Uniform Delay, d1 59.5 52.2 43.7 63.9 55.4 42.8 14.4 32.7 26.2 58.2 20.1 17.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.28 2.71 Incremental Delay, d2 28.9 6.0 0.0 0.7 0.3 0.5 0.1 1.8 0.9 7.7 0.6 0.4 Delay (s) 88.4 58.2 43.8 64.6 55.7 43.3 14.5 34.5 27.1 66.0 26.2 47.5 Level of Service F E D E E D B C C E C D Approach Delay (s) 69.8 50.4 32.4 41.2 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 45.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 422 549 58 79 121 250 51 1356 338 349 664 216 v/c Ratio 0.94 0.80 0.14 0.44 0.29 0.51 0.13 0.67 0.41 0.77 0.37 0.24 Control Delay 90.0 61.1 0.8 71.3 55.2 30.0 14.3 36.3 5.9 70.1 28.0 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.0 61.1 0.8 71.3 55.2 30.0 14.3 36.3 5.9 70.1 28.0 8.5 Queue Length 50th (ft) 198 252 0 36 53 133 18 364 10 159 209 11 Queue Length 95th (ft) #301 298 0 63 79 196 44 475 85 218 291 74 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 802 446 359 694 501 480 2026 815 464 1774 895 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.94 0.68 0.13 0.22 0.17 0.50 0.11 0.67 0.41 0.75 0.37 0.24 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 260 27 457 406 25 146 390 1542 296 11 138 1511 Future Volume (vph) 260 27 457 406 25 146 390 1542 296 11 138 1511 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 289 30 508 446 27 160 406 1606 308 12 150 1642 RTOR Reduction (vph) 0 0 147 0 0 133 0 0 184 0 0 0 Lane Group Flow (vph) 289 30 361 446 27 27 406 1606 124 0 162 1642 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Effective Green, g (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Actuated g/C Ratio 0.06 0.06 0.06 0.17 0.17 0.17 0.10 0.40 0.40 0.12 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 184 96 96 534 290 243 156 1933 682 198 2103 v/s Ratio Prot 0.09 0.02 c0.14 0.02 c0.25 c0.33 0.10 c0.34 v/s Ratio Perm c0.21 0.02 0.07 v/c Ratio 1.57 0.31 3.76 0.84 0.09 0.11 2.60 0.83 0.18 0.82 0.78 Uniform Delay, d1 70.8 67.9 70.8 60.2 52.5 52.7 67.8 40.3 29.0 64.5 36.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.67 1.54 1.00 1.00 Incremental Delay, d2 281.4 1.4 1266.5 10.7 0.1 0.1 736.7 3.7 0.5 21.9 3.0 Delay (s) 352.1 69.3 1337.2 70.9 52.6 52.8 801.9 30.9 45.2 86.4 39.1 Level of Service F E F E D D F C D F D Approach Delay (s) 947.0 65.5 167.7 41.3 Approach LOS F E F D Intersection Summary HCM 2000 Control Delay 221.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.28 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 96.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 250 Future Volume (vph) 250 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 272 RTOR Reduction (vph) 109 Lane Group Flow (vph) 163 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 65.5 Effective Green, g (s) 65.5 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 638 v/s Ratio Prot v/s Ratio Perm 0.11 v/c Ratio 0.26 Uniform Delay, d1 26.8 Progression Factor 1.00 Incremental Delay, d2 1.0 Delay (s) 27.8 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 289 30 508 446 27 160 406 1606 308 162 1642 272 v/c Ratio 1.57 0.31 2.09 0.84 0.09 0.42 2.60 0.83 0.36 0.82 0.78 0.36 Control Delay 323.9 76.9 525.3 74.3 51.9 9.7 760.5 31.8 5.9 93.9 39.4 9.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 323.9 76.9 525.3 74.3 51.9 9.7 760.5 31.8 5.9 93.9 39.4 9.6 Queue Length 50th (ft) ~205 29 ~638 216 22 0 ~683 565 68 155 497 46 Queue Length 95th (ft) #304 66 #870 279 52 58 #904 614 102 #258 560 114 Internal Link Dist (ft) 528 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 586 318 402 156 1932 866 223 2103 747 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.57 0.31 2.09 0.76 0.08 0.40 2.60 0.83 0.36 0.73 0.78 0.36 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 450 924 608 630 1055 642 409 451 828 764 Future Volume (vph) 450 924 608 630 1055 642 409 451 828 764 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 464 953 627 700 1172 713 454 501 872 804 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 464 953 627 700 1172 713 454 501 872 736 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 30.0 46.5 150.0 42.0 71.0 42.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 30.0 46.5 150.0 42.0 71.0 42.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.20 0.31 1.00 0.28 0.47 0.28 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 650 1493 1500 910 1408 910 1267 v/s Ratio Prot c0.14 c0.20 c0.22 0.24 0.14 0.07 c0.27 0.12 v/s Ratio Perm 0.42 0.48 0.12 0.16 v/c Ratio 0.74 0.65 0.42 1.08 0.78 0.48 0.50 0.36 0.96 0.58 Uniform Delay, d1 56.9 45.4 0.0 60.0 47.2 0.0 45.2 25.0 53.1 28.1 Progression Factor 0.90 0.90 1.00 0.75 0.81 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 1.7 0.6 37.8 0.4 0.1 0.2 0.1 20.0 0.4 Delay (s) 54.4 42.6 0.6 83.0 38.7 0.1 45.4 25.1 73.1 28.6 Level of Service D D A F D A D C E C Approach Delay (s) 32.4 40.0 Approach LOS C D Intersection Summary HCM 2000 Control Delay 39.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 464 953 627 700 1172 713 454 501 872 804 v/c Ratio 0.74 0.65 0.42 1.08 0.79 0.48 0.50 0.34 0.96 0.52 Control Delay 57.6 42.8 0.9 81.9 39.1 0.2 47.2 18.5 73.8 17.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.6 42.8 0.9 81.9 39.1 0.2 47.2 18.5 73.8 17.6 Queue Length 50th (ft) 228 322 6 ~406 415 0 190 143 430 221 Queue Length 95th (ft) m281 m369 m4 m#424 m390 m0 246 185 #557 282 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 649 1492 1500 932 1479 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.65 0.42 1.08 0.79 0.48 0.49 0.34 0.94 0.52 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 303 293 176 328 607 484 118 1006 166 406 1485 522 Future Volume (veh/h) 303 293 176 328 607 484 118 1006 166 406 1485 522 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 337 326 196 335 619 494 127 1082 178 423 1547 544 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 696 310 349 673 522 149 1835 570 483 1576 703 Arrive On Green 0.11 0.21 0.21 0.11 0.20 0.20 0.06 0.38 0.38 0.05 0.15 0.15 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 337 326 196 335 619 494 127 1082 178 423 1547 544 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 15.3 12.8 17.9 15.3 27.0 30.0 6.7 26.8 12.5 19.3 68.7 52.2 Cycle Q Clear(g_c), s 15.3 12.8 17.9 15.3 27.0 30.0 6.7 26.8 12.5 19.3 68.7 52.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 696 310 349 673 522 149 1835 570 483 1576 703 V/C Ratio(X) 0.91 0.47 0.63 0.96 0.92 0.95 0.85 0.59 0.31 0.88 0.98 0.77 Avail Cap(c_a), veh/h 371 696 310 349 673 522 264 1835 570 589 1576 703 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.57 0.57 0.57 Uniform Delay (d), s/veh 65.7 52.3 54.3 66.7 58.8 47.6 40.3 37.2 32.8 70.0 62.8 55.8 Incr Delay (d2), s/veh 24.9 0.2 3.1 37.1 17.7 26.6 5.2 1.4 1.4 7.0 13.4 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.6 5.4 7.0 8.1 13.0 21.4 2.9 10.7 4.8 9.0 34.1 22.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 90.6 52.4 57.4 103.8 76.5 74.2 45.5 38.6 34.2 77.0 76.2 60.6 LnGrp LOS F D E F E E D D C E E E Approach Vol, veh/h 859 1448 1387 2514 Approach Delay, s/veh 68.6 82.0 38.7 72.9 Approach LOS E F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 36.0 14.8 76.2 22.0 37.0 28.1 62.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 17.3 32.0 8.7 70.7 17.3 19.9 21.3 28.8 Green Ext Time (p_c), s 0.0 0.0 0.2 0.0 0.0 2.4 0.9 18.9 Intersection Summary HCM 6th Ctrl Delay 66.8 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 303 293 176 328 607 484 118 1006 166 406 1485 522 Future Volume (vph) 303 293 176 328 607 484 118 1006 166 406 1485 522 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 105 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 337 326 196 335 619 494 127 1082 178 423 1547 544 RTOR Reduction (vph) 0 0 155 0 0 42 0 0 113 0 0 162 Lane Group Flow (vph) 337 326 41 335 619 452 127 1082 65 423 1547 382 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 17.0 31.0 31.0 16.0 30.0 54.0 79.0 55.0 55.0 24.0 67.2 67.2 Effective Green, g (s) 17.0 31.0 31.0 16.0 30.0 54.0 79.0 55.0 55.0 24.0 67.2 67.2 Actuated g/C Ratio 0.11 0.21 0.21 0.11 0.20 0.36 0.53 0.37 0.37 0.16 0.45 0.45 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 356 669 299 335 648 580 178 1766 550 520 1502 672 v/s Ratio Prot c0.11 0.10 0.11 c0.19 c0.12 0.06 0.22 0.13 c0.46 v/s Ratio Perm 0.03 0.19 0.32 0.04 0.25 v/c Ratio 0.95 0.49 0.14 1.00 0.96 0.78 0.71 0.61 0.12 0.81 1.03 0.57 Uniform Delay, d1 66.0 52.5 48.6 67.0 59.3 42.7 38.3 38.8 31.5 60.8 41.4 30.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.08 0.68 0.52 Incremental Delay, d2 33.4 0.2 0.1 49.2 24.6 6.3 10.7 1.6 0.4 6.1 26.8 2.2 Delay (s) 99.5 52.7 48.6 116.2 83.9 49.0 49.0 40.4 31.9 71.8 55.0 18.2 Level of Service F D D F F D D D C E E B Approach Delay (s) 70.1 79.5 40.1 49.9 Approach LOS E E D D Intersection Summary HCM 2000 Control Delay 57.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.01 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 97.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 337 326 196 335 619 494 127 1082 178 423 1547 544 v/c Ratio 0.95 0.49 0.43 1.00 0.96 0.80 0.71 0.61 0.27 0.81 1.03 0.65 Control Delay 101.2 55.4 9.3 114.9 84.8 44.7 52.8 41.1 5.5 74.0 55.8 10.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 101.2 55.4 9.3 114.9 84.8 44.7 52.8 41.1 5.5 74.0 55.8 10.2 Queue Length 50th (ft) 171 150 0 171 318 370 73 320 0 195 ~828 64 Queue Length 95th (ft) #270 202 70 #279 #442 518 144 379 53 m239 m#1041 m285 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 455 335 648 646 257 1765 662 585 1502 834 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.95 0.49 0.43 1.00 0.96 0.76 0.49 0.61 0.27 0.72 1.03 0.65 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 163 14 315 115 23 52 341 1168 223 4 48 1130 Future Volume (vph) 163 14 315 115 23 52 341 1168 223 4 48 1130 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1450 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1450 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 181 16 350 128 26 58 363 1243 237 4 53 1256 RTOR Reduction (vph) 0 0 268 0 0 54 0 0 111 0 0 0 Lane Group Flow (vph) 181 16 82 128 26 4 363 1243 126 0 57 1256 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 8.5 8.5 8.5 10.6 10.6 10.6 28.4 74.4 74.4 8.5 56.5 Effective Green, g (s) 8.5 8.5 8.5 10.6 10.6 10.6 28.4 74.4 74.4 8.5 56.5 Actuated g/C Ratio 0.06 0.06 0.06 0.08 0.08 0.08 0.20 0.53 0.53 0.06 0.40 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 197 103 103 238 129 109 328 2560 903 101 1944 v/s Ratio Prot c0.06 0.01 c0.04 0.02 c0.22 0.26 0.03 c0.26 v/s Ratio Perm 0.05 0.00 0.07 v/c Ratio 0.92 0.16 0.80 0.54 0.20 0.04 1.11 0.49 0.14 0.56 0.65 Uniform Delay, d1 65.4 62.3 64.9 62.3 60.7 60.0 55.8 20.7 16.6 63.9 33.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.07 0.83 2.63 1.00 1.00 Incremental Delay, d2 41.5 0.5 32.8 1.8 0.6 0.1 77.6 0.6 0.3 5.7 1.7 Delay (s) 106.9 62.9 97.7 64.2 61.3 60.1 137.5 17.8 43.9 69.7 35.4 Level of Service F E F E E E F B D E D Approach Delay (s) 99.7 62.7 44.8 35.6 Approach LOS F E D D Intersection Summary HCM 2000 Control Delay 49.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 76.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 168 Future Volume (vph) 168 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 187 RTOR Reduction (vph) 112 Lane Group Flow (vph) 75 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 56.5 Effective Green, g (s) 56.5 Actuated g/C Ratio 0.40 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 605 v/s Ratio Prot v/s Ratio Perm 0.05 v/c Ratio 0.12 Uniform Delay, d1 26.2 Progression Factor 1.00 Incremental Delay, d2 0.4 Delay (s) 26.6 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 181 16 350 128 26 58 363 1243 237 57 1256 187 v/c Ratio 0.92 0.16 0.95 0.54 0.20 0.21 1.11 0.47 0.23 0.48 0.65 0.26 Control Delay 110.5 66.1 48.8 70.5 63.3 1.8 130.4 18.1 6.7 75.5 35.6 3.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 110.5 66.1 48.8 70.5 63.3 1.8 130.4 18.1 6.7 75.5 35.6 3.3 Queue Length 50th (ft) 86 14 59 58 23 0 ~385 228 64 51 335 0 Queue Length 95th (ft) #160 39 #251 91 54 0 m#623 371 m93 97 387 37 Internal Link Dist (ft) 465 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 197 103 370 583 316 415 328 2629 1035 156 1944 728 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.16 0.95 0.22 0.08 0.14 1.11 0.47 0.23 0.37 0.65 0.26 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 354 748 692 645 442 355 513 299 280 430 Future Volume (vph) 354 748 692 645 442 355 513 299 280 430 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.92 0.92 Adj. Flow (vph) 393 831 769 701 480 386 570 332 304 467 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 77 Lane Group Flow (vph) 393 831 769 701 480 386 570 332 304 390 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 28.0 44.8 140.0 34.9 51.7 140.0 27.8 55.8 27.8 62.7 Effective Green, g (s) 28.0 44.8 140.0 34.9 51.7 140.0 27.8 55.8 27.8 62.7 Actuated g/C Ratio 0.20 0.32 1.00 0.25 0.37 1.00 0.20 0.40 0.20 0.45 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 650 1541 1500 810 1779 1500 645 1221 645 1182 v/s Ratio Prot 0.12 0.17 c0.22 0.10 c0.18 0.05 0.09 0.08 v/s Ratio Perm c0.51 0.26 0.07 0.07 v/c Ratio 0.60 0.54 0.51 0.87 0.27 0.26 0.88 0.27 0.47 0.33 Uniform Delay, d1 51.0 39.1 0.0 50.3 30.9 0.0 54.5 28.4 49.6 25.0 Progression Factor 1.37 1.46 1.00 1.07 0.65 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 0.9 0.9 7.0 0.3 0.3 13.3 0.0 0.2 0.1 Delay (s) 70.8 57.9 0.9 60.9 20.4 0.3 67.8 28.4 49.8 25.1 Level of Service E E A E C A E C D C Approach Delay (s) 38.4 33.6 Approach LOS D C Intersection Summary HCM 2000 Control Delay 39.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 393 831 769 701 480 386 570 332 304 467 v/c Ratio 0.60 0.54 0.51 0.87 0.27 0.26 0.88 0.26 0.47 0.31 Control Delay 73.4 60.1 3.9 62.8 20.8 0.3 70.3 20.9 51.6 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 73.4 60.1 3.9 62.8 20.8 0.3 70.3 20.9 51.6 11.9 Queue Length 50th (ft) 194 290 87 212 57 0 260 96 126 84 Queue Length 95th (ft) m240 m332 m328 m233 m80 m0 324 127 170 109 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 650 1541 1500 905 1777 1500 720 1298 720 1565 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.54 0.51 0.77 0.27 0.26 0.79 0.26 0.42 0.30 Intersection Summary m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 380 494 52 71 109 225 48 1280 318 314 619 194 Future Volume (veh/h) 380 494 52 71 109 225 48 1280 318 314 619 194 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 422 549 58 79 121 250 51 1362 338 349 688 216 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 463 910 406 121 558 428 402 1946 604 390 1652 737 Arrive On Green 0.14 0.27 0.27 0.04 0.17 0.17 0.03 0.40 0.40 0.24 0.98 0.98 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 422 549 58 79 121 250 51 1362 338 349 688 216 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 17.8 19.9 4.1 3.3 4.4 20.0 2.1 32.8 24.3 14.4 0.9 0.5 Cycle Q Clear(g_c), s 17.8 19.9 4.1 3.3 4.4 20.0 2.1 32.8 24.3 14.4 0.9 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 463 910 406 121 558 428 402 1946 604 390 1652 737 V/C Ratio(X) 0.91 0.60 0.14 0.65 0.22 0.58 0.13 0.70 0.56 0.89 0.42 0.29 Avail Cap(c_a), veh/h 468 910 406 374 721 501 531 1946 604 421 1652 737 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 59.2 44.6 38.8 66.5 50.6 43.0 16.5 34.8 32.3 52.5 0.7 0.7 Incr Delay (d2), s/veh 21.2 0.8 0.1 2.2 0.1 0.9 0.1 2.1 3.7 19.2 0.7 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 8.3 1.5 1.4 1.8 7.5 0.8 13.1 9.4 6.2 0.4 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 80.4 45.4 38.8 68.7 50.7 43.9 16.6 36.9 36.0 71.6 1.4 1.6 LnGrp LOS F D D E D D B D D E A A Approach Vol, veh/h 1029 450 1751 1253 Approach Delay, s/veh 59.4 50.1 36.2 21.0 Approach LOS E D D C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 25.8 29.2 10.3 74.7 11.2 43.8 22.7 62.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 20.0 30.0 15.0 51.0 16.0 34.0 18.0 48.0 Max Q Clear Time (g_c+I1), s 19.8 22.0 4.1 2.9 5.3 21.9 16.4 34.8 Green Ext Time (p_c), s 0.0 1.2 0.0 17.9 0.1 4.1 0.2 12.6 Intersection Summary HCM 6th Ctrl Delay 38.7 HCM 6th LOS D HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 380 494 52 71 109 225 48 1280 318 314 619 194 Future Volume (vph) 380 494 52 71 109 225 48 1280 318 314 619 194 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.33 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 585 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 422 549 58 79 121 250 51 1362 338 349 688 216 RTOR Reduction (vph) 0 0 46 0 0 51 0 0 185 0 0 104 Lane Group Flow (vph) 422 549 12 79 121 199 51 1362 153 349 688 112 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 19.9 29.8 29.8 7.9 17.8 37.2 78.3 58.9 58.9 19.4 72.9 72.9 Effective Green, g (s) 19.9 29.8 29.8 7.9 17.8 37.2 78.3 58.9 58.9 19.4 72.9 72.9 Actuated g/C Ratio 0.14 0.21 0.21 0.06 0.13 0.27 0.56 0.42 0.42 0.14 0.52 0.52 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 446 689 308 177 412 447 369 2027 631 450 1745 781 v/s Ratio Prot c0.13 c0.17 0.03 0.04 0.06 0.01 c0.28 c0.11 0.21 v/s Ratio Perm 0.01 0.08 0.07 0.10 0.07 v/c Ratio 0.95 0.80 0.04 0.45 0.29 0.44 0.14 0.67 0.24 0.78 0.39 0.14 Uniform Delay, d1 59.5 52.2 43.7 63.9 55.4 42.8 14.5 32.7 26.2 58.2 20.2 17.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.24 2.43 Incremental Delay, d2 28.9 6.0 0.0 0.7 0.3 0.5 0.1 1.8 0.9 7.7 0.7 0.4 Delay (s) 88.4 58.2 43.8 64.6 55.7 43.3 14.5 34.5 27.1 65.0 25.7 42.5 Level of Service F E D E E D B C C E C D Approach Delay (s) 69.8 50.4 32.5 39.5 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 44.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 74.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 422 549 58 79 121 250 51 1362 338 349 688 216 v/c Ratio 0.94 0.80 0.14 0.44 0.29 0.51 0.13 0.67 0.41 0.77 0.39 0.24 Control Delay 90.0 61.1 0.8 71.3 55.2 30.0 14.4 36.4 5.9 69.1 27.5 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.0 61.1 0.8 71.3 55.2 30.0 14.4 36.4 5.9 69.1 27.5 7.7 Queue Length 50th (ft) 198 252 0 36 53 133 18 366 10 155 223 10 Queue Length 95th (ft) #301 298 0 63 79 196 44 478 85 214 302 73 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 449 802 446 359 694 501 469 2026 815 464 1774 895 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.94 0.68 0.13 0.22 0.17 0.50 0.11 0.67 0.41 0.75 0.39 0.24 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM 6th Signalized Intersection Summary 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 548 354 372 996 0 0 0 0 135 1161 135 Future Volume (veh/h) 0 548 354 372 996 0 0 0 0 135 1161 135 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1772 1772 1772 1772 0 1772 1772 1772 Adj Flow Rate, veh/h 0 571 369 392 1048 0 144 1235 144 Peak Hour Factor 0.96 0.96 0.96 0.95 0.95 0.95 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 793 513 455 1965 0 568 1627 505 Arrive On Green 0.00 0.40 0.40 0.14 0.58 0.00 0.34 0.34 0.34 Sat Flow, veh/h 0 2049 1267 3274 3455 0 1688 4837 1500 Grp Volume(v), veh/h 0 490 450 392 1048 0 144 1235 144 Grp Sat Flow(s),veh/h/ln 0 1683 1544 1637 1683 0 1688 1612 1500 Q Serve(g_s), s 0.0 36.7 36.7 17.6 28.2 0.0 9.3 34.1 10.6 Cycle Q Clear(g_c), s 0.0 36.7 36.7 17.6 28.2 0.0 9.3 34.1 10.6 Prop In Lane 0.00 0.82 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 681 625 455 1965 0 568 1627 505 V/C Ratio(X) 0.00 0.72 0.72 0.86 0.53 0.00 0.25 0.76 0.29 Avail Cap(c_a), veh/h 0 681 625 633 1965 0 653 1870 580 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.32 0.32 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 37.5 37.5 63.2 18.9 0.0 36.1 44.3 36.5 Incr Delay (d2), s/veh 0.0 3.5 3.8 3.0 0.3 0.0 0.1 1.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 15.5 14.3 7.4 10.7 0.0 3.9 13.8 10.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 41.0 41.3 66.2 19.2 0.0 36.2 45.6 36.6 LnGrp LOS A D D E B A D D D Approach Vol, veh/h 940 1440 1523 Approach Delay, s/veh 41.1 32.0 43.9 Approach LOS D C D Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 93.5 56.5 26.8 66.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 80.0 58.0 29.0 45.0 Max Q Clear Time (g_c+I1), s 30.2 36.1 19.6 38.7 Green Ext Time (p_c), s 21.5 14.3 1.3 4.3 Intersection Summary HCM 6th Ctrl Delay 38.8 HCM 6th LOS D HCM Signalized Intersection Capacity Analysis 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 548 354 372 996 0 0 0 0 135 1161 135 Future Volume (vph) 0 548 354 372 996 0 0 0 0 135 1161 135 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 12 12 11 11 12 10 12 12 12 11 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.95 0.97 0.95 1.00 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.94 1.00 1.00 1.00 1.00 0.85 Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3156 3144 3241 1676 4657 1480 Flt Permitted 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3156 3144 3241 1676 4657 1480 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.97 0.97 0.97 0.94 0.94 0.94 Adj. Flow (vph) 0 571 369 392 1048 0 0 0 0 144 1235 144 RTOR Reduction (vph) 0 22 0 0 0 0 0 0 0 0 0 50 Lane Group Flow (vph) 0 918 0 392 1048 0 0 0 0 144 1235 94 Confl. Peds. (#/hr)1 1 Turn Type NA Prot NA Perm NA Perm Protected Phases 6 5 2 4 Permitted Phases 4 4 Actuated Green, G (s) 52.1 23.7 81.8 56.2 56.2 56.2 Effective Green, g (s) 52.1 23.7 81.8 56.2 56.2 56.2 Actuated g/C Ratio 0.35 0.16 0.55 0.37 0.37 0.37 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 2.0 2.0 Lane Grp Cap (vph) 1096 496 1767 627 1744 554 v/s Ratio Prot c0.29 c0.12 0.32 c0.27 v/s Ratio Perm 0.09 0.06 v/c Ratio 0.84 0.79 0.59 0.23 0.71 0.17 Uniform Delay, d1 45.1 60.8 22.9 32.1 39.9 31.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.6 8.4 1.5 0.1 1.1 0.1 Delay (s) 50.7 69.1 24.4 32.2 41.0 31.4 Level of Service D E C C D C Approach Delay (s) 50.7 36.6 0.0 39.3 Approach LOS D D A D Intersection Summary HCM 2000 Control Delay 41.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 81.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queues 2: Meridian Road & Franklin Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBT WBL WBT SBL SBT SBR Lane Group Flow (vph) 940 392 1048 144 1235 144 v/c Ratio 0.84 0.79 0.59 0.23 0.71 0.24 Control Delay 52.4 72.3 25.1 32.7 42.3 14.9 Queue Delay 0.0 0.0 3.3 0.0 0.0 0.0 Total Delay 52.4 72.3 28.4 32.7 42.3 14.9 Queue Length 50th (ft) 442 192 362 94 368 40 Queue Length 95th (ft) #611 243 433 149 422 92 Internal Link Dist (ft) 1506 426 1375 Turn Bay Length (ft) 75 400 300 Base Capacity (vph) 1115 607 1766 648 1800 621 Starvation Cap Reductn 0 0 598 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.84 0.65 0.90 0.22 0.69 0.23 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 313 27 564 406 25 146 508 1542 296 11 138 1511 Future Volume (vph) 313 27 564 406 25 146 508 1542 296 11 138 1511 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 1.00 1.00 0.97 1.00 1.00 1.00 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1706 1700 3144 1706 1430 1621 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 348 30 627 446 27 160 529 1606 308 12 150 1642 RTOR Reduction (vph) 0 0 147 0 0 133 0 0 184 0 0 0 Lane Group Flow (vph) 348 30 480 446 27 27 529 1606 124 0 162 1642 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Perm Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 2 2 3 8 7 7 4 Permitted Phases 1 2 8 Actuated Green, G (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Effective Green, g (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Actuated g/C Ratio 0.06 0.06 0.06 0.17 0.17 0.17 0.10 0.40 0.40 0.12 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 184 96 96 534 290 243 156 1933 682 198 2103 v/s Ratio Prot 0.11 0.02 c0.14 0.02 c0.33 c0.33 0.10 c0.34 v/s Ratio Perm c0.28 0.02 0.07 v/c Ratio 1.89 0.31 5.00 0.84 0.09 0.11 3.39 0.83 0.18 0.82 0.78 Uniform Delay, d1 70.8 67.9 70.8 60.2 52.5 52.7 67.8 40.3 29.0 64.5 36.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.65 1.41 1.04 0.83 Incremental Delay, d2 420.9 1.4 1822.4 10.7 0.1 0.1 1089.3 3.6 0.5 18.7 2.5 Delay (s) 491.6 69.3 1893.1 70.9 52.6 52.8 1155.8 29.7 41.3 85.8 32.5 Level of Service F E F E D D F C D F C Approach Delay (s) 1353.4 65.5 275.0 35.5 Approach LOS F E F D Intersection Summary HCM 2000 Control Delay 345.5 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.47 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 103.2% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 309 Future Volume (vph) 309 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 336 RTOR Reduction (vph) 109 Lane Group Flow (vph) 227 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 65.5 Effective Green, g (s) 65.5 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 638 v/s Ratio Prot v/s Ratio Perm 0.16 v/c Ratio 0.36 Uniform Delay, d1 28.2 Progression Factor 0.88 Incremental Delay, d2 1.3 Delay (s) 26.0 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 348 30 627 446 27 160 529 1606 308 162 1642 336 v/c Ratio 1.89 0.31 2.58 0.84 0.09 0.42 3.39 0.83 0.36 0.82 0.78 0.45 Control Delay 455.6 76.9 741.0 74.3 51.9 9.7 1107.5 30.7 5.5 92.2 32.7 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 455.6 76.9 741.0 74.3 51.9 9.7 1107.5 30.7 5.5 92.2 32.7 12.1 Queue Length 50th (ft) ~267 29 ~882 216 22 0 ~933 552 62 160 364 54 Queue Length 95th (ft) #372 66 #1127 279 52 58 #1175 580 95 m#244 437 m131 Internal Link Dist (ft) 528 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 96 243 586 318 402 156 1932 866 223 2103 747 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.89 0.31 2.58 0.76 0.08 0.40 3.39 0.83 0.36 0.73 0.78 0.45 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Configurations Traffic Volume (vph) 450 948 608 673 1076 685 456 451 828 811 Future Volume (vph) 450 948 608 673 1076 685 456 451 828 811 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 9.0 10.5 4.0 9.0 10.5 4.0 13.0 9.0 13.0 9.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.88 0.97 0.88 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 3252 4818 1500 3252 4818 1500 3252 2640 3252 2640 Peak-hour factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 0.90 0.90 0.95 0.95 Adj. Flow (vph) 464 977 627 748 1196 761 507 501 872 854 RTOR Reduction (vph) 0 0 0 0 0 0 0 0 0 68 Lane Group Flow (vph) 464 977 627 748 1196 761 507 501 872 786 Turn Type Prot NA Free Prot NA Free Prot custom Prot custom Protected Phases 3 8 7 4 1 3 5 7 Permitted Phases Free Free 1 5 Actuated Green, G (s) 29.0 45.5 150.0 30.0 46.5 150.0 42.0 71.0 42.0 72.0 Effective Green, g (s) 29.0 45.5 150.0 30.0 46.5 150.0 42.0 71.0 42.0 72.0 Actuated g/C Ratio 0.19 0.30 1.00 0.20 0.31 1.00 0.28 0.47 0.28 0.48 Clearance Time (s) 9.0 10.5 9.0 10.5 13.0 9.0 13.0 9.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 628 1461 1500 650 1493 1500 910 1408 910 1267 v/s Ratio Prot c0.14 c0.20 c0.23 0.25 0.16 0.07 c0.27 0.12 v/s Ratio Perm 0.42 0.51 0.12 0.17 v/c Ratio 0.74 0.67 0.42 1.15 0.80 0.51 0.56 0.36 0.96 0.62 Uniform Delay, d1 56.9 45.7 0.0 60.0 47.5 0.0 46.1 25.0 53.1 28.9 Progression Factor 0.90 0.89 1.00 0.88 0.81 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 1.8 0.6 69.7 0.4 0.1 0.4 0.1 20.0 0.7 Delay (s) 53.9 42.5 0.6 122.7 39.0 0.1 46.5 25.1 73.1 29.6 Level of Service D D A F D A D C E C Approach Delay (s) 32.4 51.2 Approach LOS C D Intersection Summary HCM 2000 Control Delay 44.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 32.5 Intersection Capacity Utilization Err% ICU Level of Service H Analysis Period (min) 15 c Critical Lane Group Queues 5: I-84 Interchange & Meridian Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group NBL NBT NBR2 SBL SBT SBR2 NEL NER2 SWL SWR2 Lane Group Flow (vph) 464 977 627 748 1196 761 507 501 872 854 v/c Ratio 0.74 0.67 0.42 1.15 0.80 0.51 0.56 0.34 0.96 0.55 Control Delay 57.1 42.8 0.9 117.3 39.4 0.3 48.6 18.5 73.8 18.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 57.1 42.8 0.9 117.3 39.4 0.3 48.6 18.5 73.8 18.4 Queue Length 50th (ft) 228 331 3 ~451 385 0 217 143 430 244 Queue Length 95th (ft) m281 m379 m1 m#442 m366 m0 276 185 #557 310 Internal Link Dist (ft) 1103 1469 Turn Bay Length (ft) 400 400 500 500 Base Capacity (vph) 628 1461 1500 649 1492 1500 932 1479 932 1552 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.74 0.67 0.42 1.15 0.80 0.51 0.54 0.34 0.94 0.55 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM 6th Signalized Intersection Summary 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 303 293 176 328 607 484 118 1030 166 406 1506 522 Future Volume (veh/h) 303 293 176 328 607 484 118 1030 166 406 1506 522 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 337 326 196 335 619 494 127 1108 178 423 1569 544 Peak Hour Factor 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 371 696 310 349 673 522 149 1835 570 483 1572 701 Arrive On Green 0.11 0.21 0.21 0.11 0.20 0.20 0.06 0.38 0.38 0.05 0.15 0.15 Sat Flow, veh/h 3274 3367 1502 3274 3367 1502 1688 4837 1502 3274 3367 1502 Grp Volume(v), veh/h 337 326 196 335 619 494 127 1108 178 423 1569 544 Grp Sat Flow(s),veh/h/ln 1637 1683 1502 1637 1683 1502 1688 1612 1502 1637 1683 1502 Q Serve(g_s), s 15.3 12.8 17.9 15.3 27.0 30.0 6.8 27.7 12.5 19.3 69.9 52.2 Cycle Q Clear(g_c), s 15.3 12.8 17.9 15.3 27.0 30.0 6.8 27.7 12.5 19.3 69.9 52.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 371 696 310 349 673 522 149 1835 570 483 1572 701 V/C Ratio(X) 0.91 0.47 0.63 0.96 0.92 0.95 0.85 0.60 0.31 0.88 1.00 0.78 Avail Cap(c_a), veh/h 371 696 310 349 673 522 262 1835 570 589 1572 701 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.56 0.56 0.56 Uniform Delay (d), s/veh 65.7 52.3 54.3 66.7 58.8 47.6 41.3 37.5 32.8 70.0 63.4 55.9 Incr Delay (d2), s/veh 24.9 0.2 3.1 37.1 17.7 26.6 5.2 1.5 1.4 6.9 16.5 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.6 5.4 7.0 8.1 13.0 21.4 5.0 11.1 4.8 9.0 35.3 22.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 90.6 52.4 57.4 103.8 76.5 74.2 46.5 39.0 34.2 76.9 79.9 60.7 LnGrp LOS F D E F E E D D C E E E Approach Vol, veh/h 859 1448 1413 2536 Approach Delay, s/veh 68.6 82.0 39.0 75.3 Approach LOS E F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 23.0 36.0 15.0 76.0 22.0 37.0 28.1 62.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 17.0 30.0 19.0 60.0 16.0 31.0 27.0 52.0 Max Q Clear Time (g_c+I1), s 17.3 32.0 8.8 71.9 17.3 19.9 21.3 29.7 Green Ext Time (p_c), s 0.0 0.0 0.2 0.0 0.0 2.4 0.9 18.6 Intersection Summary HCM 6th Ctrl Delay 67.7 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. HCM Signalized Intersection Capacity Analysis 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 303 293 176 328 607 484 118 1030 166 406 1506 522 Future Volume (vph) 303 293 176 328 607 484 118 1030 166 406 1506 522 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 11 11 11 11 11 11 12 12 12 12 12 12 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 1.00 0.91 1.00 0.97 0.95 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 3144 3241 1450 3144 3241 1450 1676 4818 1500 3252 3353 1500 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.06 1.00 1.00 0.95 1.00 1.00 Satd. Flow (perm) 3144 3241 1450 3144 3241 1450 105 4818 1500 3252 3353 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.98 0.98 0.98 0.93 0.93 0.93 0.96 0.96 0.96 Adj. Flow (vph) 337 326 196 335 619 494 127 1108 178 423 1569 544 RTOR Reduction (vph) 0 0 155 0 0 42 0 0 113 0 0 160 Lane Group Flow (vph) 337 326 41 335 619 452 127 1108 65 423 1569 384 Turn Type Prot NA Perm Prot NA pm+ov D.P+P NA Perm Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 6 2 4 8 4 Actuated Green, G (s) 17.0 31.0 31.0 16.0 30.0 54.0 79.0 55.0 55.0 24.0 67.2 67.2 Effective Green, g (s) 17.0 31.0 31.0 16.0 30.0 54.0 79.0 55.0 55.0 24.0 67.2 67.2 Actuated g/C Ratio 0.11 0.21 0.21 0.11 0.20 0.36 0.53 0.37 0.37 0.16 0.45 0.45 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.5 2.5 2.0 4.0 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 356 669 299 335 648 580 178 1766 550 520 1502 672 v/s Ratio Prot c0.11 0.10 0.11 c0.19 c0.12 0.06 0.23 0.13 c0.47 v/s Ratio Perm 0.03 0.19 0.32 0.04 0.26 v/c Ratio 0.95 0.49 0.14 1.00 0.96 0.78 0.71 0.63 0.12 0.81 1.04 0.57 Uniform Delay, d1 66.0 52.5 48.6 67.0 59.3 42.7 38.5 39.1 31.5 60.8 41.4 30.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.08 0.71 0.55 Incremental Delay, d2 33.4 0.2 0.1 49.2 24.6 6.3 10.7 1.7 0.4 6.0 31.4 2.2 Delay (s) 99.5 52.7 48.6 116.2 83.9 49.0 49.2 40.8 31.9 71.6 60.8 19.1 Level of Service F D D F F D D D C E E B Approach Delay (s) 70.1 79.5 40.4 53.7 Approach LOS E E D D Intersection Summary HCM 2000 Control Delay 58.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.02 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 24.0 Intersection Capacity Utilization 97.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Queues 6: Meridian Road & Overland Road 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek - Shoulder HR Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 337 326 196 335 619 494 127 1108 178 423 1569 544 v/c Ratio 0.95 0.49 0.43 1.00 0.96 0.80 0.71 0.63 0.27 0.81 1.04 0.65 Control Delay 101.2 55.4 9.3 114.9 84.8 44.7 52.8 41.5 5.5 73.8 61.4 10.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 101.2 55.4 9.3 114.9 84.8 44.7 52.8 41.5 5.5 73.8 61.4 10.7 Queue Length 50th (ft) 171 150 0 171 318 370 73 330 0 195 ~852 74 Queue Length 95th (ft) #270 202 70 #279 #442 518 144 390 53 m238 m#1065 m290 Internal Link Dist (ft) 661 2128 1027 1103 Turn Bay Length (ft) 275 190 240 318 350 350 300 Base Capacity (vph) 356 669 455 335 648 646 257 1765 662 585 1502 832 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.95 0.49 0.43 1.00 0.96 0.76 0.49 0.63 0.27 0.72 1.04 0.65 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR - Mitigated Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 260 27 457 406 25 146 390 1542 296 11 138 1511 Future Volume (vph) 260 27 457 406 25 146 390 1542 296 11 138 1511 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 0.97 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.87 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1405 1615 3144 1706 1430 3144 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1405 1615 3144 1706 1430 3144 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 289 30 508 446 27 160 406 1606 308 12 150 1642 RTOR Reduction (vph) 0 144 147 0 0 133 0 0 184 0 0 0 Lane Group Flow (vph) 289 125 122 446 27 27 406 1606 124 0 162 1642 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Prot Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 1 2 2 3 8 7 7 4 Permitted Phases 2 8 Actuated Green, G (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Effective Green, g (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Actuated g/C Ratio 0.06 0.06 0.06 0.17 0.17 0.17 0.10 0.40 0.40 0.12 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 184 79 91 534 290 243 303 1933 682 198 2103 v/s Ratio Prot c0.09 0.09 0.08 c0.14 0.02 c0.13 c0.33 0.10 c0.34 v/s Ratio Perm 0.02 0.07 v/c Ratio 1.57 1.58 1.34 0.84 0.09 0.11 1.34 0.83 0.18 0.82 0.78 Uniform Delay, d1 70.8 70.8 70.8 60.2 52.5 52.7 67.8 40.3 29.0 64.5 36.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.69 1.54 1.00 1.00 Incremental Delay, d2 281.4 312.0 209.4 10.7 0.1 0.1 171.2 3.8 0.5 21.9 3.0 Delay (s) 352.1 382.8 280.2 70.9 52.6 52.8 236.3 31.5 45.1 86.4 39.1 Level of Service F F F E D D F C D F D Approach Delay (s) 338.7 65.5 69.2 41.3 Approach LOS F E E D Intersection Summary HCM 2000 Control Delay 97.0 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.95 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 96.2% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR - Mitigated Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 250 Future Volume (vph) 250 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 272 RTOR Reduction (vph) 109 Lane Group Flow (vph) 163 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 65.5 Effective Green, g (s) 65.5 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 638 v/s Ratio Prot v/s Ratio Perm 0.11 v/c Ratio 0.26 Uniform Delay, d1 26.8 Progression Factor 1.00 Incremental Delay, d2 1.0 Delay (s) 27.8 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM without Tanner Creek - Shoulder HR - Mitigated Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 289 269 269 446 27 160 406 1606 308 162 1642 272 v/c Ratio 1.57 1.21 1.13 0.84 0.09 0.42 1.34 0.83 0.36 0.82 0.78 0.36 Control Delay 323.9 150.6 122.5 74.3 51.9 9.7 218.2 32.5 5.9 93.9 39.4 9.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 323.9 150.6 122.5 74.3 51.9 9.7 218.2 32.5 5.9 93.9 39.4 9.6 Queue Length 50th (ft) ~205 ~177 ~158 216 22 0 ~284 568 67 155 497 46 Queue Length 95th (ft) #304 #377 #357 279 52 58 #402 616 101 #258 560 114 Internal Link Dist (ft) 528 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 223 238 586 318 402 303 1932 866 223 2103 747 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.57 1.21 1.13 0.76 0.08 0.40 1.34 0.83 0.36 0.73 0.78 0.36 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Shoulder HR - Mitigated Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 163 14 315 115 23 52 341 1168 223 4 48 1130 Future Volume (vph) 163 14 315 115 23 52 341 1168 223 4 48 1130 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 0.97 0.91 1.00 1.00 0.91 Frt 1.00 0.86 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1399 1615 3144 1706 1450 3144 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1399 1615 3144 1706 1450 3144 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow (vph) 181 16 350 128 26 58 363 1243 237 4 53 1256 RTOR Reduction (vph) 0 158 171 0 0 54 0 0 111 0 0 0 Lane Group Flow (vph) 181 26 11 128 26 4 363 1243 126 0 57 1256 Turn Type Split NA Prot Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 1 2 2 3 8 7 7 4 Permitted Phases 2 8 Actuated Green, G (s) 8.5 8.5 8.5 10.6 10.6 10.6 26.6 74.4 74.4 8.5 58.3 Effective Green, g (s) 8.5 8.5 8.5 10.6 10.6 10.6 26.6 74.4 74.4 8.5 58.3 Actuated g/C Ratio 0.06 0.06 0.06 0.08 0.08 0.08 0.19 0.53 0.53 0.06 0.42 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 197 84 98 238 129 109 597 2560 903 101 2006 v/s Ratio Prot c0.06 0.02 0.01 c0.04 0.02 c0.12 c0.26 0.03 c0.26 v/s Ratio Perm 0.00 0.07 v/c Ratio 0.92 0.31 0.11 0.54 0.20 0.04 0.61 0.49 0.14 0.56 0.63 Uniform Delay, d1 65.4 63.0 62.2 62.3 60.7 60.0 51.9 20.7 16.6 63.9 32.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.04 0.84 2.66 1.00 1.00 Incremental Delay, d2 41.5 1.5 0.4 1.8 0.6 0.1 1.0 0.6 0.3 5.7 1.5 Delay (s) 106.9 64.5 62.6 64.2 61.3 60.1 55.2 17.9 44.4 69.7 33.7 Level of Service F E E E E E E B D E C Approach Delay (s) 77.9 62.7 28.7 34.1 Approach LOS E E C C Intersection Summary HCM 2000 Control Delay 39.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 73.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Shoulder HR - Mitigated Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 168 Future Volume (vph) 168 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1500 Flt Permitted 1.00 Satd. Flow (perm) 1500 Peak-hour factor, PHF 0.90 Adj. Flow (vph) 187 RTOR Reduction (vph) 109 Lane Group Flow (vph) 78 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 58.3 Effective Green, g (s) 58.3 Actuated g/C Ratio 0.42 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 624 v/s Ratio Prot v/s Ratio Perm 0.05 v/c Ratio 0.12 Uniform Delay, d1 25.1 Progression Factor 1.00 Incremental Delay, d2 0.4 Delay (s) 25.6 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build AM with Tanner Creek Shoulder HR - Mitigated Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 181 184 182 128 26 58 363 1243 237 57 1256 187 v/c Ratio 0.92 0.76 0.68 0.54 0.20 0.21 0.61 0.47 0.23 0.48 0.63 0.25 Control Delay 110.5 31.9 21.7 70.5 63.3 1.8 59.0 18.2 6.8 75.5 34.0 3.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 110.5 31.9 21.7 70.5 63.3 1.8 59.0 18.2 6.8 75.5 34.0 3.2 Queue Length 50th (ft) 86 14 0 58 23 0 179 228 64 51 320 0 Queue Length 95th (ft) #160 #128 82 91 54 0 m229 371 m94 97 387 37 Internal Link Dist (ft) 465 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 197 242 269 583 316 415 597 2629 1035 156 2006 745 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.92 0.76 0.68 0.22 0.08 0.14 0.61 0.47 0.23 0.37 0.63 0.25 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Shoulder HR - Mitigated Synchro 9 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph) 313 27 564 406 25 146 508 1542 296 11 138 1511 Future Volume (vph) 313 27 564 406 25 146 508 1542 296 11 138 1511 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 12 11 16 11 11 11 11 12 16 12 12 12 Total Lost time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Lane Util. Factor 0.97 0.95 0.95 0.97 1.00 1.00 0.97 0.91 1.00 1.00 0.91 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3252 1400 1615 3144 1706 1430 3144 4818 1700 1676 4818 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3252 1400 1615 3144 1706 1430 3144 4818 1700 1676 4818 Peak-hour factor, PHF 0.90 0.90 0.90 0.91 0.91 0.91 0.96 0.96 0.96 0.92 0.92 0.92 Adj. Flow (vph) 348 30 627 446 27 160 529 1606 308 12 150 1642 RTOR Reduction (vph) 0 144 147 0 0 133 0 0 184 0 0 0 Lane Group Flow (vph) 348 187 179 446 27 27 529 1606 124 0 162 1642 Confl. Peds. (#/hr) 1 1 2 Turn Type Split NA Prot Split NA Perm Prot NA Perm Prot Prot NA Protected Phases 1 1 1 2 2 3 8 7 7 4 Permitted Phases 2 8 Actuated Green, G (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Effective Green, g (s) 8.5 8.5 8.5 25.5 25.5 25.5 14.5 60.2 60.2 17.8 65.5 Actuated g/C Ratio 0.06 0.06 0.06 0.17 0.17 0.17 0.10 0.40 0.40 0.12 0.44 Clearance Time (s) 11.5 11.5 11.5 10.0 10.0 10.0 8.0 6.5 6.5 10.0 6.5 Vehicle Extension (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.0 3.0 3.0 2.5 3.0 Lane Grp Cap (vph) 184 79 91 534 290 243 303 1933 682 198 2103 v/s Ratio Prot 0.11 c0.13 0.11 c0.14 0.02 c0.17 c0.33 0.10 c0.34 v/s Ratio Perm 0.02 0.07 v/c Ratio 1.89 2.36 1.97 0.84 0.09 0.11 1.75 0.83 0.18 0.82 0.78 Uniform Delay, d1 70.8 70.8 70.8 60.2 52.5 52.7 67.8 40.3 29.0 64.5 36.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.66 1.41 1.00 1.00 Incremental Delay, d2 420.9 650.6 471.5 10.7 0.1 0.1 347.1 3.7 0.5 21.9 3.0 Delay (s) 491.6 721.3 542.2 70.9 52.6 52.8 412.8 30.4 41.3 86.4 39.1 Level of Service F F F E D D F C D F D Approach Delay (s) 583.7 65.5 114.6 41.2 Approach LOS F E F D Intersection Summary HCM 2000 Control Delay 160.1 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.06 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 38.0 Intersection Capacity Utilization 102.1% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Shoulder HR - Mitigated Synchro 9 Report Page 2 Movement SBR Lane Configurations Traffic Volume (vph) 309 Future Volume (vph) 309 Ideal Flow (vphpl) 1800 Lane Width 12 Total Lost time (s) 6.5 Lane Util. Factor 1.00 Frpb, ped/bikes 0.98 Flpb, ped/bikes 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1463 Flt Permitted 1.00 Satd. Flow (perm) 1463 Peak-hour factor, PHF 0.92 Adj. Flow (vph) 336 RTOR Reduction (vph) 109 Lane Group Flow (vph) 227 Confl. Peds. (#/hr) 2 Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 65.5 Effective Green, g (s) 65.5 Actuated g/C Ratio 0.44 Clearance Time (s) 6.5 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 638 v/s Ratio Prot v/s Ratio Perm 0.16 v/c Ratio 0.36 Uniform Delay, d1 28.2 Progression Factor 1.00 Incremental Delay, d2 1.6 Delay (s) 29.7 Level of Service C Approach Delay (s) Approach LOS Intersection Summary Queues 4: Meridian Road & Waltman Lane/Central Drive 03/10/2022 Meridian IC TIA 09/28/2017 Future Build PM with Tanner Creek Shoulder HR - Mitigated Synchro 9 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 348 331 326 446 27 160 529 1606 308 162 1642 336 v/c Ratio 1.89 1.48 1.37 0.84 0.09 0.42 1.75 0.83 0.36 0.82 0.78 0.45 Control Delay 455.6 263.6 215.5 74.3 51.9 9.7 383.1 31.4 5.5 93.9 39.4 13.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 455.6 263.6 215.5 74.3 51.9 9.7 383.1 31.4 5.5 93.9 39.4 13.9 Queue Length 50th (ft) ~267 ~312 ~282 216 22 0 ~412 555 62 155 497 91 Queue Length 95th (ft) #372 #527 #496 279 52 58 #539 595 95 #258 560 177 Internal Link Dist (ft) 528 361 1469 156 Turn Bay Length (ft) 219 159 272 58 355 373 158 164 Base Capacity (vph) 184 223 238 586 318 402 303 1932 866 223 2103 747 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.89 1.48 1.37 0.76 0.08 0.40 1.75 0.83 0.36 0.73 0.78 0.45 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. MERIDIAN IC COMMERCIAL TIS 7 APPENDIX G. TANNER CREEK SUBDIVISION TIS (SELECTED PAGES) MERIDIAN IC COMMERCIAL TIS 8 APPENDIX H. INTERNAL CAPTURE CALCULATIONS Project Name:Organization: Project Location:Performed By: Scenario Description:Retail #2/Office Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 102 87 15 Retail 658 378 280 Restaurant 302 154 148 Cinema/Entertainment 0 0 0 Residential 0 0 0 Hotel 0 0 0 All Other Land Uses2 0 0 0 Total 1062 619 443 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment 1.00 0% 0% 1.00 0% 0% Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0% Office Retail Restaurant Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 4 9 0 0 Retail 3 36 0 0 Restaurant 12 21 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 0 0 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,062 619 443 Office 17% 87% Internal Capture Percentage 16% 14% 19% Retail 7% 14% Restaurant 29% 22% External Vehicle-Trips3 892 534 358 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential N/A N/A External Non-Motorized Trips4 0 0 0 Hotel N/A N/A Meridian, ID AM Street Peak Hour DKS 2021 Estimation Tool Developed by the Texas Transportation Institute Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 4Person-Trips *Indicates computation that has been rounded to the nearest whole number. Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To)Origin (From) Origin (From)Destination (To) Cinema/Entertainment Land Use Entering Trips Exiting Trips Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) NCHRP 8-51 Internal Trip Capture Estimation Tool Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) 0 0 Cinema/Entertainment Development Data (For Information Only ) 0 0 0 Estimated Vehicle-TripsLand Use Meridian IC Project Name: Analysis Period: Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 87 87 1.00 15 15 Retail 1.00 378 378 1.00 280 280 Restaurant 1.00 154 154 1.00 148 148 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 0 0 1.00 0 0 Hotel 1.00 0 0 1.00 0 0 Office Retail Restaurant Residential Hotel Office 4 9 0 0 Retail 81 36 39 0 Restaurant 46 21 6 4 Cinema/Entertainment 0 0 0 0 0 Residential 0 0 0 0 Hotel 0 0 0 0 Office Retail Restaurant Residential Hotel Office 121 35 0 0 Retail 3 77 0 0 Restaurant 12 30 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 3 64 31 0 Hotel 3 15 9 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 15 72 87 72 0 0 Retail 25 353 378 353 0 0 Restaurant 45 109 154 109 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 13 2 15 2 0 0 Retail 39 241 280 241 0 0 Restaurant 33 115 148 115 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Land Use Table 7-A (D): Entering Trips 2Person-Trips Person-Trip Estimates Meridian IC AM Street Peak Hour Table 9-A (D): Internal and External Trips Summary (Entering Trips) Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From)Destination (To) Cinema/Entertainment Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-A (O): Exiting Trips 0 0 0 Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) Origin Land Use Person-Trip Estimates External Trips by Mode* External Trips by Mode* 1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 0 *Indicates computation that has been rounded to the nearest whole number. 0 0 0 0 0 Destination (To) Cinema/Entertainment 0 3Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator Destination Land Use Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Project Name:Organization: Project Location:Performed By: Scenario Description:Retail #2/Office Date: Analysis Year:Checked By: Analysis Period:Date: ITE LUCs1 Quantity Units Total Entering Exiting Office 92 15 77 Retail 1361 665 696 Restaurant 245 127 118 Cinema/Entertainment 0 0 0 Residential 0 0 0 Hotel 0 0 0 All Other Land Uses2 0 0 0 Total 1698 807 891 Veh. Occ. % Transit % Non-Motorized Veh. Occ. % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment 1.00 0% 0% 1.00 0% 0% Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0% Office Retail Restaurant Residential Hotel Office 800 650 Retail Restaurant Cinema/Entertainment Residential Hotel Office Retail Restaurant Residential Hotel Office 13 2 0 0 Retail 5 37 0 0 Restaurant 4 48 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 0 0 0 Hotel 0 0 0 0 Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,698 807 891 Office 60% 19% Internal Capture Percentage 13% 14% 12% Retail 9% 6% Restaurant 31% 44% External Vehicle-Trips3 1,480 698 782 Cinema/Entertainment N/A N/A External Transit-Trips4 0 0 0 Residential N/A N/A External Non-Motorized Trips4 0 0 0 Hotel N/A N/A 1Land Use Codes (LUCs) from Trip Generation Informational Report , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator 3Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P *Indicates computation that has been rounded to the nearest whole number. Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use 4Person-Trips Estimation Tool Developed by the Texas Transportation Institute 0 0 0 Origin (From)Destination (To) Cinema/Entertainment 0 0 Table 4-P: Internal Person-Trip Origin-Destination Matrix* Origin (From)Destination (To) Cinema/Entertainment Table 2-P: Mode Split and Vehicle Occupancy Estimates Land Use Entering Trips Exiting Trips Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) 2021 PM Street Peak Hour Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Land Use Development Data (For Information Only )Estimated Vehicle-Trips NCHRP 8-51 Internal Trip Capture Estimation Tool Meridian IC DKS Meridian, ID Project Name: Analysis Period: Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 15 15 1.00 77 77 Retail 1.00 665 665 1.00 696 696 Restaurant 1.00 127 127 1.00 118 118 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 0 0 1.00 0 0 Hotel 1.00 0 0 1.00 0 0 Office Retail Restaurant Residential Hotel Office 13 3 2 0 Retail 14 202 181 35 Restaurant 4 48 21 8 Cinema/Entertainment 0 0 0 0 0 Residential 0 0 0 0 Hotel 0 0 0 0 Office Retail Restaurant Residential Hotel Office 44 2 0 0 Retail 5 37 0 0 Restaurant 5 333 0 0 Cinema/Entertainment 1 27 4 0 0 Residential 9 67 18 0 Hotel 0 13 6 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 9 6 15 6 0 0 Retail 61 604 665 604 0 0 Restaurant 39 88 127 88 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 15 62 77 62 0 0 Retail 42 654 696 654 0 0 Restaurant 52 66 118 66 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 0 0 0 0 0 0 0 0 9 0 0 3Total estimate for all other land uses at mixed-use development site-not subject to internal trip capture computations in this estimator Table 9-P (O): Internal and External Trips Summary (Exiting Trips) Origin Land Use Person-Trip Estimates External Trips by Mode* Person-Trip Estimates External Trips by Mode* 0 Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Origin (From) 2Person-Trips 0 0 Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Land Use *Indicates computation that has been rounded to the nearest whole number. Meridian IC PM Street Peak Hour Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Land Use Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Origin (From)Destination (To) Destination (To) Cinema/Entertainment Cinema/Entertainment 0 28 1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P MERIDIAN IC COMMERCIAL TIS 9 APPENDIX I. LEFT TURN GUIDELINES ANALYSIS MERIDIAN IC COMMERCIAL TIS 10 APPENDIX J. HISTORICAL CRASH DATA 2 FID objectid street1 intersecti directionf street2 laneofimpa 34698 34699 FRANKLIN Rd 200.0000 F W 51.0 35166 35167 FRANKLIN Rd 5TH Ave 51.0 38358 38359 Franklin Rd 16.0000 F W 0.0 38783 38784 Franklin Rd 5th Ave 50.0 43538 43539 5th St 210.0000 F S 50 99050 99051 Franklin Rd 5th Ave 99 99777 99778 Franklin Rd 5TH Southwest Ave 50 104978 104979 Franklin Rd 50.0000 F W 50.0 107049 107050 Franklin Rd 1430.0000 F W 51.0 52794 52795 FRANKLIN Rd 5TH Ave 50 108459 108460 FRANKLIN Rd 5TH Ave 0 114994 114995 FRANKLIN Rd 5TH Ave 50.0 3 references segmentcod accidentda serialnumb accidentti agencycase 5th Ave 004740 11/23/2015 07:56 15C412937 07:56 15-6851 004740 10/29/2015 09:04 15C410344 09:04 15-6349 5th Ave 004740 2/19/2015 15:31 15C391888 15:31 15-0925 004740 1/7/2015 20:59 15C388827 20:59 15-0124 Franklin Rd 002571 2/8/2016 16:07 16C420753 16:07 16-0823 004740 11/3/2016 08:41 16C440495 08:41 16-7185 004740 9/16/2016 15:21 16C436597 15:21 16-6008 5th Ave 004740 9/21/2017 07:40 17C467295 07:40 17-6281 Meridian Rd 004740 4/6/2017 07:42 17C454154 07:42 17-2132 002571 4/30/2018 13:23 18C485848 13:23 18-2884 004740 12/13/2018 13:35 18C504603 13:35 18-8632 9/13/2019 16:14 19C526935 16:14 19-6367 4 light weather roadsurfac roadcondit units fatalities injuries Day Clear Dry None 2 0 1 Day Cloudy Wet None 2 0 0 Day Clear 1 0 0 Dark, Street Lights On Cloudy Wet None 2 0 0 Day Clear Dry None 2 0 0 Day Clear Dry None 2 0 0 Day Clear Dry None 2 0 0 Day Cloudy Wet None 2 0 0 Day Cloudy Dry None 3 0 1 Day Clear Dry None 2 0 0 Day Clear Dry None 2 0 1 Day Clear Dry None 2 0 1 5 agency severity year countyname cityname person Meridian Police Dept C Injury Accident 2015 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 1 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 2 Meridian Police Dept C Injury Accident 2017 Ada Meridian 3 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 3 Meridian Police Dept C Injury Accident 2018 Ada Meridian 3 Meridian Police Dept B Injury Accident 2019 Ada Meridian 4 6 intersec_1 milepost numberofin workzonere statehighw latitude N 6.682 1 N Not in State Highway System 43.60475899 Y 6.046 0 N Not in State Highway System 43.60465777 N 6.043 0 Y Not in State Highway System 43.60474322 Y 6.046 0 N Not in State Highway System 43.60468107 N 4.29 0 Not in State Highway System 43.60433742 Y 6.05 0 N Not in State Highway System 43.6046813 Y 6.05 0 N Not in State Highway System 43.60467686 N 6.71 0 N Not in State Highway System 43.60467031 N 6.07 1 N Not in State Highway System 43.60468889 Y 4.29 0 N Not in State Highway System 43.60469229 Y 6.717 1 N Not in State Highway System 43.6046813 Y 0 1 N Off Highway 43.604692 7 longitude pmid int_id accident_d -116.4001431 F36400004000 Non-IntersectionNon-Intersection 2015-11-23 -116.3994589 Intersection*INT_0566INT_0566 2015-10-29 -116.3996091 F36400004000 Non-IntersectionNon-Intersection 2015-02-19 -116.3995662 Intersection*INT_0566INT_0566 2015-01-07 -116.3994346 2016-02-08 -116.399435 2016-11-03 -116.3994329 2016-09-16 -116.3996228 F36400004000 __2017-09-21 -116.3989454 F36400004000 __2017-04-06 -116.3994591 F36400004000 __2018-04-30 -116.3994591 F36400004000 __2018-12-13 -116.3995998 2019-09-13 2 FID objectid street1 intersecti directionf street2 laneofimpa 36636 36637 FRANKLIN Rd MERIDIAN Rd 50.0 36821 36822 Franklin Rd Meridian Rd 52.0 37737 37738 Franklin Rd Meridian Rd 50.0 94682 94683 Meridian Rd 10.0000 F S 50.0 97037 97038 Meridian Rd 1.0000 F N 51.0 40228 40229 FRANKLIN Rd MERIDIAN Rd 52 41676 41677 Franklin Rd 100.0000 F W 50 101090 101091 Franklin Rd Meridian Rd 50 45238 45239 Meridian Rd Franklin Rd 51.0 45288 45289 Franklin Rd 70.0000 F W 51.0 45313 45314 Meridian Rd Franklin Rd 50.0 45738 45739 Franklin Rd 50.0000 F W 50.0 48165 48166 Franklin Rd 70.0000 F W 50.0 48377 48378 Franklin Rd Meridian Rd 51.0 48383 48384 Meridian Rd Franklin Rd 50.0 48890 48891 Meridian Rd 65.0000 F N 53.0 104069 104070 Franklin Rd Meridian Rd 51.0 104653 104654 Franklin Rd 65.0000 F W 50.0 104796 104797 Meridian Rd Franklin Rd 50.0 105808 105809 Meridian Rd 50.0000 F N 52.0 107782 107783 Meridian Rd Franklin Rd 50.0 49542 49543 FRANKLIN Rd MERIDIAN Rd 50 52930 52931 Franklin Rd Meridian Rd 50 53692 53693 Franklin Rd 75.0000 F E 50 53870 53871 Franklin Rd Meridian Rd 52 111253 111254 Franklin Rd Meridian Rd 50 112265 112266 FRANKLIN Rd MERIDIAN Rd 52 54813 54814 MERIDIAN Rd FRANKLIN Rd 50.0 54992 54993 Meridian Rd Franklin Rd 0.0 56542 56543 MERIDIAN Rd FRANKLIN Rd 52.0 59660 59661 Franklin Rd MERIDIAN Rd 0.0 115550 115551 Meridian Rd Franklin Rd 50.0 115970 115971 Franklin Rd MERIDIAN Rd 50.0 118024 118025 FRANKLIN Rd 50.0000 F W 50.0 3 references segmentcod accidentda serialnumb accidentti agencycase 004740 7/8/2015 18:20 15C401682 18:20 15-3858 004740 6/29/2015 08:22 15C400728 08:22 15-3629 004740 4/11/2015 23:36 15C395350 23:36 15-1934 Franklin Rd 002572 9/19/2015 12:00 15C407366 12:00 15-5455 Franklin Rd 002572 3/23/2015 23:50 15C394123 23:50 15-1552 004740 10/8/2016 21:21 16C439123 21:21 16-6545 Meridian Rd 004740 6/23/2016 16:19 16C430553 16:19 16-3968 004740 6/8/2016 14:15 16C429287 14:15 16-3609 002572 11/19/2017 08:34 17C472220 08:34 17-7853 Meridian Rd 004740 11/12/2017 19:47 17C471587 19:47 17-7680 002572 11/5/2017 18:13 17C471430 18:13 17-7516 Meridian Rd 004740 10/7/2017 15:34 17C468517 15:34 17-6786 Meridian Rd 004740 3/30/2017 13:54 17C453741 13:54 17-1984 004740 3/6/2017 15:36 17C452687 15:36 17-1386 002572 3/8/2017 06:12 17C452658 06:12 17-1420 Franklin Rd 004740 1/19/2017 15:18 17C448816 15:18 17-0424 004740 12/3/2017 10:39 17C473444 10:39 17-8169 Meridian Rd 004740 10/22/2017 12:02 17C469727 12:02 17-7165 002572 10/1/2017 09:01 17C468492 09:01 17-6571 Franklin Rd 002572 7/12/2017 14:12 17C461415 14:12 17-4450 002572 1/28/2017 13:25 17C449279 13:25 17-0613 004740 11/30/2018 10:25 18C504040 10:25 18-8276 004740 4/12/2018 14:23 18C484981 14:23 18-2425 Meridian Rd 004740 2/16/2018 05:35 18C481058 05:35 18-1062 004740 2/8/2018 13:57 18C479720 13:57 18-0897 004740 5/23/2018 19:38 18C488172 19:38 18-3482 004740 3/12/2018 16:11 18C482855 16:11 18-1662 11/28/2019 11:39 19C533667 11:39 19-8310 11/19/2019 17:58 19C532659 17:58 19-8058 8/2/2019 20:31 19C523425 20:31 19-5154 1/24/2019 06:42 19C508295 06:42 19-0509 8/8/2019 06:29 19C523867 06:29 19-5283 7/15/2019 21:35 19C521615 21:35 19-4681 MERIDIAN Rd 004740 2/7/2019 19:44 19C510331 19:44 19-0836 4 light weather roadsurfac roadcondit units fatalities Day Rain Wet None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Cloudy Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Cloudy Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Dawn or Dusk Clear Dry None 2 0 Dark, Street Lights On Rain Wet None 3 0 Day Clear Dry None 2 0 Day Rain Wet None 2 0 Day Cloudy Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Cloudy Dry None 2 0 Day Cloudy Dry None 3 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Rain Wet None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Cloudy Dry None 2 0 Day Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Cloudy Dry None 2 0 Dark, Street Lights On Clear Dry None 1 0 Dawn or Dusk Clear Dry None 2 0 Dark, Street Lights On Cloudy Dry None 1 0 Day Cloudy Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Dark, No Street Lights Clear Dry None 3 0 5 injuries agency severity year countyname cityname 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 1 Meridian Police Dept B Injury Accident 2016 Ada Meridian 1 Meridian Police Dept B Injury Accident 2016 Ada Meridian 1 Meridian Police Dept C Injury Accident 2016 Ada Meridian 2 Meridian Police Dept C Injury Accident 2017 Ada Meridian 1 Meridian Police Dept C Injury Accident 2017 Ada Meridian 2 Meridian Police Dept A Injury Accident 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 1 Meridian Police Dept C Injury Accident 2017 Ada Meridian 1 Meridian Police Dept C Injury Accident 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 1 Meridian Police Dept B Injury Accident 2017 Ada Meridian 2 Meridian Police Dept C Injury Accident 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 1 Meridian Police Dept B Injury Accident 2017 Ada Meridian 1 Meridian Police Dept B Injury Accident 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 2 Meridian Police Dept B Injury Accident 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 2 Meridian Police Dept A Injury Accident 2018 Ada Meridian 2 Meridian Police Dept C Injury Accident 2018 Ada Meridian 1 Meridian Police Dept C Injury Accident 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 1 Meridian Police Dept B Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 2 Meridian Police Dept C Injury Accident 2019 Ada Meridian 1 Meridian Police Dept C Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 6 person intersec_1 milepost numberofin workzonere statehighw 2 Y 6.341 0 Y Not in State Highway System 4 Y 6.341 0 N Not in State Highway System 4 Y 6.341 0 N Not in State Highway System 2 Y 10.996 0 N Not in State Highway System 4 Y 10.998 0 N Not in State Highway System 3 Y 6.341 1 N Not in State Highway System 2 N 6.322 1 N Not in State Highway System 4 Y 6.341 1 N Not in State Highway System 2 Y 11 2 N Not in State Highway System 2 N 6.354 1 N Not in State Highway System 7 Y 11 2 N Not in State Highway System 4 Y 6.33 0 N Not in State Highway System 2 Y 6.326 1 N Not in State Highway System 3 Y 6.34 1 N Not in State Highway System 2 Y 11 0 N Not in State Highway System 2 Y 11 0 N Not in State Highway System 2 Y 6.34 1 N Not in State Highway System 3 Y 6.327 2 N Not in State Highway System 4 Y 11 0 N Not in State Highway System 4 Y 11 1 N Not in State Highway System 2 Y 11 1 N Not in State Highway System 2 Y 6.337 0 N Not in State Highway System 2 Y 6.34 2 N Not in State Highway System 2 N 6.356 0 N Not in State Highway System 2 Y 6.34 2 N Not in State Highway System 3 Y 6.34 2 N Not in State Highway System 2 Y 6.34 1 N Not in State Highway System 2 Y 0 0 N Off Highway 1 Y 0 0 N Off Highway 2 Y 0 1 N Off Highway 1 Y 0 0 N Off Highway 2 Y 0 2 N Off Highway 2 Y 0 1 N Off Highway 3 Y 6.329 0 N Off Highway 7 latitude longitude pmid int_id accident_d 43.60471215 -116.3935581 Intersection*ACHD_205ACHD_205 2015-07-08 43.6046834 -116.3935917 Intersection*ACHD_205ACHD_205 2015-06-29 43.60474322 -116.3936868 Intersection*ACHD_205ACHD_205 2015-04-11 43.6045591 -116.3936561 Intersection*ACHD_205ACHD_205 2015-09-19 43.60495642 -116.3936203 Intersection*ACHD_205ACHD_205 2015-03-23 43.60467431 -116.3936052 2016-10-08 43.6046834 -116.3935917 2016-06-23 43.6046834 -116.3935917 2016-06-08 43.60469894 -116.3935488 M44600005001 __2017-11-19 43.60468889 -116.3933449 F36400004000 __2017-11-12 43.60467757 -116.3936158 M44600005001 __2017-11-05 43.60469164 -116.3938036 F36400004000 __2017-10-07 43.60469894 -116.3939136 F36400004000 __2017-03-30 43.60465232 -116.3935488 F36400004000 __2017-03-06 43.60468112 -116.3935944 M44600005001 __2017-03-08 43.60486985 -116.3935273 M44600005001 __2017-01-19 43.60463679 -116.3935702 F36400004000 __2017-12-03 43.60468889 -116.3938277 F36400004000 __2017-10-22 43.60467104 -116.3936038 M44600004000 __2017-10-01 43.60467241 -116.3933718 F36400004000 __2017-07-12 43.60469894 -116.3935488 M44600005001 __2017-01-28 43.60466143 -116.3936453 F36400004000 __2018-11-30 43.60466786 -116.3935488 F36400004000 __2018-04-12 43.60467175 -116.3933235 F36400004000 __2018-02-16 43.60468889 -116.3935461 F36400004000 __2018-02-08 43.60467791 -116.3936024 M44600005001 __2018-05-23 43.60465319 -116.3936239 M44600004000 __2018-03-12 43.60461821 -116.3935783 2019-11-28 43.60453902 -116.3935782 2019-11-19 43.60470729 -116.3935782 2019-08-02 43.60469741 -116.3936467 2019-01-24 43.60472705 -116.3935778 2019-08-08 43.60469729 -116.3935511 2019-07-15 43.60469741 -116.3938244 2019-02-07 2 FID objectid street1 intersecti directionf street2 laneofimpa 38122 38123 Main St Franklin Rd 52.0 96152 96153 Main St Franklin Rd 53.0 96487 96488 Main St Franklin Rd 52.0 40673 40674 FRANKLIN Rd MAIN St 51 41498 41499 Main St Franklin Rd 49 42875 42876 MAIN St FRANKLIN Rd 50 43003 43004 MAIN St FRANKLIN Rd 52 99218 99219 Franklin Rd Main St 51 102391 102392 Main St Franklin Rd 51 45027 45028 Franklin Rd Main St 50.0 45048 45049 Franklin Rd Main St 50.0 45577 45578 Main St Franklin Rd 52.0 45660 45661 Franklin Rd Main St 51.0 45664 45665 Main St Franklin Rd 50.0 47448 47449 Main St Franklin Rd 50.0 47919 47920 Main St Franklin Rd 51.0 48090 48091 Franklin Rd 63.0000 F W 50.0 48605 48606 Franklin Rd Main St 50.0 49108 49109 Main St 75.0000 F S 53.0 49149 49150 Franklin Rd Main St 52.0 103868 103869 Main St Franklin Rd 50.0 103870 103871 Main St Franklin Rd 51.0 103895 103896 Franklin Rd Main St 51.0 104068 104069 Franklin Rd Main St 51.0 104358 104359 Franklin Rd Main St 50.0 104617 104618 Franklin Rd Main St 50.0 106343 106344 Main St Franklin Rd 52.0 106651 106652 FRANKLIN Rd MAIN St 50.0 106985 106986 Franklin Rd 5.0000 F E 50.0 108066 108067 Main St 75.0000 F S 54.0 49850 49851 FRANKLIN Rd MAIN St 52 50912 50913 Franklin Rd Main St 51 52614 52615 Main St Franklin Rd 51 53346 53347 Main St Franklin Rd 51 110027 110028 Main St Franklin Rd 50 57530 57531 MAIN St FRANKLIN Rd 52.0 108933 108934 FRANKLIN Rd MAIN St 50.0 116564 116565 Franklin Rd Main St 50.0 116985 116986 MAIN St FRANKLIN Rd 50.0 118316 118317 MAIN St FRANKLIN Rd 52.0 3 references segmentcod accidentda serialnumb accidentti agencycase 002000 3/8/2015 11:40 15C393346 11:40 15-1267 002000 6/7/2015 11:50 15C399036 11:50 15-3128 002000 5/4/2015 17:23 15C397054 17:23 15-2389 004740 9/13/2016 17:17 16C436355 17:17 16-5943 002000 7/18/2016 13:15 16C431825 13:15 16-4566 002000 4/4/2016 14:02 16C424234 14:02 16-2020 002000 3/25/2016 19:25 16C423545 19:25 16-1818 004740 10/24/2016 13:09 16C439783 13:09 16-6936 002000 2/27/2016 18:51 16C422162 18:51 16-1268 004740 12/2/2017 17:10 17C473397 17:10 17-8149 004740 11/27/2017 07:51 17C473355 07:51 17-7997 002000 10/19/2017 23:50 17C469752 23:50 17-7104 004740 10/16/2017 12:01 17C469305 12:01 17-6993 002000 10/12/2017 18:50 17C469182 18:50 17-6909 002000 6/4/2017 18:38 17C457974 18:38 17-3575 002000 4/23/2017 09:31 17C455245 09:31 17-2551 Main St 004740 4/7/2017 14:44 17C454243 14:44 17-2167 004740 2/14/2017 09:11 17C451020 09:11 17-0959 Franklin Rd 002000 1/6/2017 15:55 17C447040 15:55 17-0135 002000 1/2/2017 10:30 17C446273 10:30 17-0022 002000 12/16/2017 23:47 17C474721 23:47 17-8457 002000 12/16/2017 03:01 17C474710 03:01 17-8461 004740 12/20/2017 12:21 17C474432 12:21 17-8562 004740 12/11/2017 17:51 17C473449 17:51 17-8359 004740 11/13/2017 11:09 17C471615 11:09 17-7694 004740 10/23/2017 08:04 17C469968 08:04 17-7176 002000 6/10/2017 15:33 17C458401 15:33 17-3698 004740 5/16/2017 14:21 17C456504 14:21 17-3092 Main St 004740 4/3/2017 13:00 17C454568 13:00 17-2075 Franklin Rd 002000 1/6/2017 14:19 17C446969 14:19 17-0126 004740 11/2/2018 11:11 18C502443 11:11 18-7615 004740 9/5/2018 11:52 18C496655 11:52 18-6128 002000 5/10/2018 11:07 18C486725 11:07 18-3146 004740 3/5/2018 11:04 18C482913 11:04 B18000778 002000 8/17/2018 17:10 18C496009 17:10 18-5607 5/24/2019 12:02 19C517323 12:02 19-3368 11/22/2019 12:55 19C533366 12:55 19-8143 5/10/2019 06:08 19C517695 06:08 19-3003 4/28/2019 13:09 19C515949 13:09 19-2690 002000 1/27/2019 08:16 19C508847 08:16 19-0591 4 light weather roadsurfac roadcondit units fatalities injuries Day Clear Dry None 2 0 0 Day Clear Other Lane Closed 2 0 0 Day Clear Dry None 2 0 0 Day Cloudy Dry None 2 0 0 Day Clear Dry None 2 0 0 Day Cloudy Dry None 2 0 0 Day Clear Dry None 2 0 0 Day Rain Wet None 2 0 1 Dark, Street Lights On Clear Dry None 2 0 1 Dark, Street Lights On Cloudy Dry None 2 0 0 Day Cloudy Dry None 2 0 1 Dark, Street Lights On Clear Dry None 2 0 2 Day Clear Dry None 2 0 1 Dawn or Dusk Cloudy Dry None 2 0 1 Day Cloudy Wet None 2 0 0 Day Clear Dry None 2 0 1 Day Cloudy Dry None 2 0 0 Day Clear Dry None 2 0 0 Day Clear Ice None 2 0 0 Day Snow Snow None 2 0 0 Dark, Street Lights On Cloudy Snow None 2 0 0 Dark, Street Lights On Fog Ice None 2 0 0 Day Clear Dry None 2 0 0 Dark, Street Lights On Cloudy Dry None 3 0 0 Day Cloudy Dry None 2 0 1 Dawn or Dusk Clear Dry None 2 0 0 Day Clear Dry None 2 0 0 Day Rain Wet None 2 0 2 Day Clear Dry None 2 0 3 Day Clear Ice None 2 0 0 Day Cloudy Dry None 2 0 1 Day Clear Dry None 2 0 1 Day Clear Dry None 3 0 0 Day Clear Dry None 2 0 2 Day Clear Dry None 2 0 0 Day Cloudy Dry None 2 0 0 Day Clear Dry None 2 0 1 Day Clear Dry None 2 0 1 Day Clear Dry None 2 0 1 Day Clear Dry None 2 0 2 5 agency severity year countyname cityname person Meridian Police Dept Property Dmg Report 2015 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 2 Meridian Police Dept C Injury Accident 2016 Ada Meridian 3 Meridian Police Dept C Injury Accident 2016 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 2 Meridian Police Dept A Injury Accident 2017 Ada Meridian 4 Meridian Police Dept B Injury Accident 2017 Ada Meridian 2 Meridian Police Dept C Injury Accident 2017 Ada Meridian 3 Meridian Police Dept C Injury Accident 2017 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 5 Meridian Police Dept C Injury Accident 2017 Ada Meridian 4 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 3 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 3 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 4 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 3 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 3 Meridian Police Dept C Injury Accident 2017 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 3 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 4 Meridian Police Dept A Injury Accident 2017 Ada Meridian 3 Meridian Police Dept C Injury Accident 2017 Ada Meridian 4 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 2 Meridian Police Dept C Injury Accident 2018 Ada Meridian 2 Meridian Police Dept B Injury Accident 2018 Ada Meridian 3 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 3 Idaho State Police Dist 3 Boise B Injury Accident 2018 Ada Meridian 2 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 3 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 2 Meridian Police Dept C Injury Accident 2019 Ada Meridian 3 Meridian Police Dept B Injury Accident 2019 Ada Meridian 2 Meridian Police Dept C Injury Accident 2019 Ada Meridian 3 Meridian Police Dept A Injury Accident 2019 Ada Meridian 2 6 intersec_1 milepost numberofin workzonere statehighw latitude Y 68.754 0 N Not in State Highway System 43.60461892 Y 68.754 0 Y Not in State Highway System 43.6046472 Y 68.754 0 N Not in State Highway System 43.6046472 Y 6.44 0 N Not in State Highway System 43.6046472 Y 68.76 0 N Not in State Highway System 43.6046472 Y 68.76 0 N Not in State Highway System 43.60462741 Y 68.76 0 N Not in State Highway System 43.60462741 Y 6.438 1 N Not in State Highway System 43.6046472 Y 68.754 1 N Not in State Highway System 43.6046472 Y 6.44 0 N Not in State Highway System 43.60464445 Y 6.44 1 N Not in State Highway System 43.60464234 Y 68.76 2 N Not in State Highway System 43.60463621 Y 6.44 1 N Not in State Highway System 43.6046472 Y 68.76 1 N Not in State Highway System 43.60463621 Y 68.76 0 N Not in State Highway System 43.6046472 Y 68.773 1 N Not in State Highway System 43.60462523 Y 6.425 0 N Not in State Highway System 43.60466093 Y 6.44 0 N Not in State Highway System 43.60463896 Y 68.738 0 N Not in State Highway System 43.60461612 Y 68.752 0 N Not in State Highway System 43.60463072 Y 68.76 0 N Not in State Highway System 43.60465681 Y 68.76 0 N Not in State Highway System 43.6046472 Y 6.44 0 N Not in State Highway System 43.6046472 Y 6.44 0 N Not in State Highway System 43.6046472 Y 6.44 1 N Not in State Highway System 43.60463166 Y 6.44 0 N Not in State Highway System 43.60464137 Y 68.76 0 N Not in State Highway System 43.60464445 Y 6.44 2 N Not in State Highway System 43.60466635 Y 6.438 3 N Not in State Highway System 43.6046472 Y 68.752 0 N Not in State Highway System 43.60463621 Y 6.441 1 N Not in State Highway System 43.60465544 Y 6.439 1 N Not in State Highway System 43.60466917 Y 68.753 0 N Not in State Highway System 43.6046472 Y 6.438 2 N Not in State Highway System 43.60466072 Y 68.753 0 N Not in State Highway System 43.60465652 Y 0 0 N Off Highway 43.6046595 Y 0 1 N Off Highway 43.60468897 Y 0 1 N Off Highway 43.60468867 Y 0 1 N Off Highway 43.60463972 Y 68.755 2 N Off Highway 43.60463972 7 longitude pmid int_id accident_d -116.3917985 Intersection*ACHD_204ACHD_204 2015-03-08 -116.3916566 Intersection*ACHD_204ACHD_204 2015-06-07 -116.3916566 Intersection*ACHD_204ACHD_204 2015-05-04 -116.3916566 2016-09-13 -116.3916566 2016-07-18 -116.3916551 2016-04-04 -116.3916981 2016-03-25 -116.3916566 2016-10-24 -116.3916566 2016-02-27 -116.391662 F36400004000 __2017-12-02 -116.391666 F36400004000 __2017-11-27 -116.3916566 M05300003001 __2017-10-19 -116.3916566 F36400004000 __2017-10-16 -116.3916244 M05300003001 __2017-10-12 -116.3916539 M05300003001 __2017-06-04 -116.3916191 M05300003001 __2017-04-23 -116.3919007 F36400004000 __2017-04-07 -116.3916298 F36400004000 __2017-02-14 -116.3916566 M05300003001 __2017-01-06 -116.3916298 F36400004000 __2017-01-02 -116.3916405 M05300003001 __2017-12-16 -116.3916593 M05300003001 __2017-12-16 -116.3916566 F36400004000 __2017-12-20 -116.3916754 F36400004000 __2017-12-11 -116.3916781 F36400004000 __2017-11-13 -116.3916647 F36400004000 __2017-10-23 -116.3916566 M05300003001 __2017-06-10 -116.3916196 F36400004000 __2017-05-16 -116.3916566 F36400004000 __2017-04-03 -116.3916351 M05300003001 __2017-01-06 -116.3916539 M05300003001 __2018-11-02 -116.3916405 M05300003001 __2018-09-05 -116.3916378 M05300003001 __2018-05-10 -116.3916289 M05300003001 __2018-03-05 -116.3916872 M05300003001 __2018-08-17 -116.391644 2019-05-24 -116.3916158 2019-11-22 -116.3915749 2019-05-10 -116.3916446 2019-04-28 -116.3916446 2019-01-27 2 FID objectid street1 intersecti directionf street2 laneofimpa 34880 34881 Central Dr Main St 52.0 38114 38115 Central Dr Main St 51.0 93407 93408 MERIDIAN Rd 250.0000 F N 51.0 96490 96491 Central Dr Main St 51.0 39220 39221 Meridian Rd Central Dr 50 41882 41883 Central Dr 20.0000 F E 50 41893 41894 CENTRAL Dr MAIN St 50 43015 43016 MAIN St CENTRAL Dr 51 98632 98633 Main St Central Dr 51 98970 98971 CENTRAL Dr 30.0000 F E 50 46213 46214 Main St 93.0000 F N 50.0 104321 104322 Main St Central Dr 50.0 105335 105336 Main St Central Dr 50.0 105509 105510 Meridian Rd Waltman Ln 52.0 105634 105635 Meridian Rd Central Dr 50.0 107690 107691 Meridian Rd Central Dr 51.0 53808 53809 MAIN St 125.0000 F S 0 54195 54196 MAIN St CENTRAL Dr 50 108677 108678 Central Dr Meridian Rd 52 109061 109062 Waltman Ln 40.0000 F E 49 109409 109410 MERIDIAN Rd 60.0000 F S 52 111008 111009 MERIDIAN Rd 130.0000 F S 52 111040 111041 Meridian Rd Waltman Ln 53 111156 111157 Central Dr Main St 50 111377 111378 Main St 122.0000 F S 50 112692 112693 Meridian Rd 61.0000 F N 50 112850 112851 Meridian Rd 85.0000 F S 50 35953 35954 Meridian Rd Main St 53.0 55200 55201 MAIN St CENTRAL Dr 52.0 55922 55923 MERIDIAN Rd 100.0000 F N 52.0 56807 56808 MERIDIAN Rd 100.0000 F S 51.0 113610 113611 MERIDIAN Rd 100.0000 F S 52.0 114144 114145 Main St 80.0000 F S 50.0 114175 114176 MERIDIAN Rd 95.0000 F S 49.0 114456 114457 Central Dr Main St 50.0 3 references segmentcod accidentda serialnumb accidentti agencycase 000000 11/10/2015 12:45 15C411618 12:45 15-6596 000000 3/9/2015 16:30 15C393418 16:30 15-1286 WALTMAN Ln 002572 12/11/2015 15:22 15C414570 15:22 15-7234 000000 5/8/2015 20:08 15C397048 20:08 15-2480 002572 12/6/2016 10:29 16C445010 10:29 B16003802 Meridian Rd 000000 6/16/2016 13:07 16C429459 13:07 B16001974 000000 6/7/2016 13:33 16C429351 13:33 16-3571 002000 3/18/2016 12:02 16C423395 12:02 16-1673 002000 12/6/2016 09:53 16C442914 09:53 16-7978 MAIN St 000000 11/3/2016 14:54 16C441040 14:54 16-7190 Central Dr 002000 8/30/2017 13:37 17C465307 13:37 17-5716 002000 11/10/2017 23:22 17C472019 23:22 17-7646 002000 8/25/2017 08:16 17C464730 08:16 17-5578 002572 8/7/2017 13:26 17C463499 13:26 17-5082 002000 7/30/2017 08:25 17C462862 08:25 17-4862 002572 1/24/2017 10:34 17C449961 10:34 17-0518 CENTRAL Dr 002000 2/17/2018 08:28 18C480520 08:28 18-1100 002585 1/9/2018 23:04 18C476912 23:04 18-0203 002585 11/20/2018 09:32 18C503270 09:32 18-8047 Meridian Rd 002585 10/25/2018 09:51 18C501123 09:51 18-7386 CENTRAL Dr 002572 10/8/2018 12:25 18C499397 12:25 18-6959 CENTRAL Dr 002572 6/19/2018 16:45 18C489813 16:45 18-4139 002572 6/11/2018 09:24 18C489389 09:24 B18001757 002585 6/6/2018 20:49 18C488721 20:49 18-3827 Central Dr 002000 5/26/2018 17:27 18C487789 17:27 18-3549 Waltman Ln 002572 1/29/2018 11:44 18C480700 11:44 B18000347 Waltman Ln 002000 2/1/2018 12:20 18C479456 12:20 18-0744 10/28/2019 08:55 19C530851 08:55 19-7455 11/11/2019 07:06 19C531465 07:06 19-7844 WALTMAN Ln 9/17/2019 08:56 19C527424 08:56 19-6448 CENTRAL Dr 7/7/2019 09:46 19C521702 09:46 19-4470 WALTMAN Ln 12/10/2019 17:42 19C534399 17:42 19-8584 CENTRAL Dr 11/5/2019 10:05 19C531595 10:05 19-7673 CENTRAL Dr 11/5/2019 18:36 19C531448 18:36 19-7696 10/12/2019 06:18 19C529849 06:18 19-7088 4 light weather roadsurfac roadcondit units fatalities Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Cloudy Ice None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 3 0 Day Snow Snow None 3 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Wet None 2 0 Dark, No Street Lights Clear Dry None 2 0 Day Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Cloudy Dry None 1 0 Dark, Street Lights On Rain Wet None 2 0 Day Clear Dry None 2 0 Day Cloudy Dry None 2 0 Day Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Cloudy Dry None 3 0 Dawn or Dusk Cloudy Dry None 2 0 Day Rain Wet None 3 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 5 injuries agency severity year countyname cityname 1 Meridian Police Dept C Injury Accident 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 1 Meridian Police Dept C Injury Accident 2015 Ada Meridian 1 Idaho State Police Dist 3 Boise C Injury Accident 2016 Ada Meridian 1 Idaho State Police Dist 3 Boise C Injury Accident 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 1 Meridian Police Dept B Injury Accident 2017 Ada Meridian 1 Meridian Police Dept B Injury Accident 2017 Ada Meridian 1 Meridian Police Dept C Injury Accident 2017 Ada Meridian 1 Meridian Police Dept C Injury Accident 2018 Ada Meridian 1 Meridian Police Dept C Injury Accident 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 2 Meridian Police Dept C Injury Accident 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 1 Meridian Police Dept C Injury Accident 2018 Ada Meridian 1 Idaho State Police Dist 3 Boise C Injury Accident 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 0 Idaho State Police Dist 3 Boise Property Dmg Report 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 1 Meridian Police Dept C Injury Accident 2019 Ada Meridian 1 Meridian Police Dept B Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 3 Meridian Police Dept C Injury Accident 2019 Ada Meridian 2 Meridian Police Dept C Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 2 Meridian Police Dept C Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 6 person intersec_1 milepost numberofin workzonere statehighw 4 Y 0 1 N Not in State Highway System 2 Y 0 0 N Not in State Highway System 5 N 10.551 0 N Not in State Highway System 2 Y 0 1 N Not in State Highway System 2 Y 10.504 1 N Not in State Highway System 2 Y 0 1 N Not in State Highway System 3 Y 0 0 N Not in State Highway System 3 Y 68.25 0 Not in State Highway System 3 Y 68.24 0 N Not in State Highway System 2 Y 0 0 N Not in State Highway System 2 Y 68.265 0 N Not in State Highway System 5 Y 68.248 0 N Not in State Highway System 2 Y 68.246 0 N Not in State Highway System 3 Y 10.5 1 N Not in State Highway System 2 Y 68.246 1 N Not in State Highway System 2 Y 10.5 1 N Not in State Highway System 1 Y 68.221 1 N Not in State Highway System 4 Y 100.496 1 N Not in State Highway System 2 Y 100.502 0 N Not in State Highway System 3 Y 100.487 2 N Not in State Highway System 2 Y 10.48 0 N Not in State Highway System 2 Y 10.527 1 N Not in State Highway System 3 Y 10.504 1 N Not in State Highway System 2 Y 100.524 0 N Not in State Highway System 5 Y 68.221 0 N Not in State Highway System 2 Y 10.519 0 N Not in State Highway System 2 Y 68.244 0 N Not in State Highway System 2 Y 0 1 N Off Highway 2 Y 0 1 N Off Highway 2 Y 0 0 N Off Highway 6 Y 0 3 N Off Highway 2 N 0 2 N Off Highway 2 N 0 0 N Off Highway 3 Y 0 2 N Off Highway 2 Y 0 0 N Off Highway 7 latitude longitude pmid int_id accident_d 43.5975546 -116.3932112 Intersection*ACHD_256ACHD_256 2015-11-10 43.5975546 -116.3932112 Intersection*ACHD_256ACHD_256 2015-03-09 43.59743567 -116.3934916 M05300001002 Non-IntersectionNon-Intersection 2015-12-11 43.5975546 -116.3932112 Intersection*ACHD_256ACHD_256 2015-05-08 43.59752795 -116.3932028 2016-12-06 43.59752406 -116.3931331 2016-06-16 43.59751923 -116.3932071 2016-06-07 43.59774912 -116.3930338 2016-03-18 43.5975546 -116.3932112 2016-12-06 43.59752311 -116.3930945 2016-11-03 43.59777986 -116.3930342 M05300003000 __2017-08-30 43.5975546 -116.3932058 M05300003000 __2017-11-10 43.59756284 -116.3931871 M05300003000 __2017-08-25 43.59751762 -116.3937071 M44600003000 __2017-08-07 43.59757008 -116.3931614 M05300003000 __2017-07-30 43.59760176 -116.3936802 M44600003000 __2017-01-24 43.59719547 -116.3934461 M05300001002 __2018-02-17 43.59755649 -116.3936512 W09000006001 __2018-01-09 43.59747512 -116.393681 W09000006001 __2018-11-20 43.59743941 -116.393972 W09000006001 __2018-10-25 43.59723201 -116.3937507 M05300001002 __2018-10-08 43.59790598 -116.393646 M44600003000 __2018-06-19 43.5975438 -116.3937239 W09000006001 __2018-06-11 43.59756147 -116.3932032 M05300003000 __2018-06-06 43.59724693 -116.3933882 M05300001002 __2018-05-26 43.5978185 -116.3937132 M44600003000 __2018-01-29 43.59732354 -116.3933369 M05300001002 __2018-02-01 43.597524 -116.3931777 2019-10-28 43.59754316 -116.3931798 2019-11-11 43.59782794 -116.393685 2019-09-17 43.59728383 -116.3933561 2019-07-07 43.59727521 -116.393362 2019-12-10 43.59732695 -116.3933266 2019-11-05 43.59729246 -116.3933502 2019-11-05 43.59752269 -116.3931644 2019-10-12 2 FID objectid street1 intersecti directionf street2 35159 35160 MERIDIAN Rd 10.0000 F S 35172 35173 MERIDIAN Rd I 84 IC 44 WB On Ramp 37581 37582 MERIDIAN Rd 400.0000 F S 37738 37739 MERIDIAN Rd I 84 IC 44 WB Off Ramp 37745 37746 Meridian Rd 75.0000 F N 38332 38333 I 84 IC 44 WB Off Ramp Main St 38415 38416 I 84 IC 44 WB Off Ranp Meridian Rd 38426 38427 Meridian Rd I 84 IC 44 WB On Ramp 38579 38580 Meridian Rd I 84 IC 44 WB On Ramp 38629 38630 MERIDIAN Rd I 84 IC 44 WB Off Ramp 38657 38658 Meridian Rd I 84 IC 44 WB Off Ramp 38825 38826 MERIDIAN Rd 30.0000 F N 93754 93755 MERIDIAN Rd I 84 IC 44 WB Off Ramp 94718 94719 Meridian Rd I 84 IC 44 WB On Ramp 95157 95158 Meridian Rd I 84 IC 44 EB On Ramp 95630 95631 MERIDIAN Rd 250.0000 F S 96213 96214 Meridian Rd I 84 IC 44 EB Off Ramp 96467 96468 I 84 IC 44 WB Off Ramp Meridian 96486 96487 MERIDIAN Rd I 84 IC 44 WB On Ramp 96585 96586 MERIDIAN Rd I 84 IC 44 WB Off Ramp 97639 97640 MERIDIAN Rd I 84 IC 44 WB On Ramp 41496 41497 MERIDIAN Rd I 84 On Ramp 41506 41507 Meridian Rd 200.0000 F W 42144 42145 Meridian Rd 100.0000 F N 42345 42346 MERIDIAN Rd I 84 IC 44 WB On Ramp 43528 43529 Meridian Rd I 84 On Ramp 99370 99371 MERIDIAN Rd 100.0000 F N 100889 100890 Meridian Rd 20.0000 F N 102086 102087 Meridian Rd 50.0000 F S 45235 45236 Meridian Rd 100.0000 F S 46501 46502 Eagle Rd 75.0000 F N 48541 48542 Meridian Rd 100.0000 F N 48597 48598 Meridian Rd 100.0000 F N 104578 104579 Meridian Rd 58.0000 F S 104652 104653 Eagle Rd 128.0000 F N 105054 105055 Eagle Rd 50.0000 F S 105249 105250 EAGLE Rd 32.0000 F S 106408 106409 Meridian Rd 20.0000 F S 106757 106758 MERIDIAN Rd 1000.0000 F N 108068 108069 Meridian Rd 266.0000 F N 108075 108076 Meridian Rd 40.0000 F N 51149 51150 I 84 IC 44 WB Off Ramp MERIDIAN Rd 51813 51814 Meridian Rd I 84 IC 44 WB On Ramp 52521 52522 Meridian Rd 130.0000 F N 53345 53346 Meridian Rd 0.2000 M N 53709 53710 MERIDIAN Rd 900.0000 F N 53937 53938 I 84 IC 44 WB Off Ramp Meridian Rd 54136 54137 Meridian Rd 60.0000 F N 109480 109481 MERIDIAN Rd 100.0000 F N 109988 109989 MERIDIAN Rd 1005.0000 F N 110422 110423 MERIDIAN Rd I 84 IC 44 WB On Ramp 110428 110429 Meridian Rd 60.0000 F S 112320 112321 I 84 IC 44 WB Off Ramp Meridian Rd 55789 55790 MERIDIAN Rd I 84 IC 44 WB On Ramp 56294 56295 MERIDIAN Rd S I 84 IC 44 EB Off Ramp 57275 57276 Meridian Rd 1050.0000 F N 114554 114555 MERIDIAN Rd 75.0000 F N 114615 114616 MERIDIAN Rd 135.0000 F N 114986 114987 Meridian Rd I 84 IC 46 WB On Ramp 115830 115831 MERIDIAN Rd I 84 IC 44 EB Off Ramp 115962 115963 MERIDIAN Rd I 84 IC 44 EB On Ramp 3 laneofimpa references segmentcod accidentda serialnumb 51.0 I 84 IC 44 WB Off Ramp 002000 10/31/2015 22:49 15C410435 50.0 002000 10/9/2015 22:15 15C410274 51.0 I 84 IC 44 Overpass 002000 4/23/2015 17:56 15C396182 51.0 002000 4/12/2015 22:43 15C395347 50.0 I 84 IC 44 WB On Ramp 002000 4/9/2015 11:41 15C395316 29.0 001100 2/3/2015 10:56 15C392086 31.0 001101 2/7/2015 11:15 15C391590 50.0 002000 2/14/2015 13:29 15C391503 51.0 002000 1/27/2015 20:01 15C390402 50.0 002000 1/24/2015 15:30 15C389968 51.0 002000 1/15/2015 09:46 15C389723 50.0 I 84 IC 44 WB Off Ramp 002000 1/2/2015 06:49 15C388246 49.0 002000 11/20/2015 17:21 15C412313 50.0 002000 9/17/2015 20:32 15C407180 50.0 002000 8/19/2015 22:26 15C404799 50.0 I 84 002000 7/10/2015 12:01 15C402068 50.0 002150 5/30/2015 06:58 15C398546 30.0 001100 5/9/2015 15:26 15C397184 50.0 002000 5/9/2015 00:47 15C397060 51.0 002000 4/28/2015 17:31 15C396501 51.0 002000 1/29/2015 07:38 15C390550 50 002000 7/19/2016 05:16 16C431845 00 I 84 IC 44 Off Ramp 002000 7/4/2016 18:50 16C431704 51 I 84 IC 44 Overpass 002000 5/26/2016 10:37 16C428205 49 002000 5/13/2016 14:22 16C427261 50 002000 1/28/2016 05:55 16C420789 52 I 84 IC 44 WB Ramp ON/Off 002000 10/14/2016 19:46 16C439175 51 I 84 IC 44 WB On Ramp 002000 6/16/2016 14:09 16C430493 51 I 84 On Ramp 002000 3/20/2016 20:23 16C423850 50.0 I 84 002000 11/18/2017 17:41 17C472226 50.0 I 84 002005 8/8/2017 18:47 17C463453 51.0 I 84 002000 2/17/2017 20:49 17C451553 50.0 I 84 002000 2/13/2017 16:50 17C451072 54.0 I 84 002000 10/20/2017 06:07 17C470175 52.0 I 84 002005 10/16/2017 16:57 17C469732 51.0 I 84 002005 9/18/2017 15:37 17C466793 51.0 I 84 002005 8/17/2017 11:23 17C465366 50.0 I 84 002000 6/7/2017 11:46 17C458002 53.0 OVERLAND Ave 002000 4/26/2017 16:44 17C455819 52.0 I 84 002000 1/6/2017 14:59 17C446965 53.0 I 84 002000 1/5/2017 16:33 17C446944 0 039038 8/10/2018 06:17 18C495245 50 002000 7/2/2018 23:22 18C491172 54 I 84 IC 44 EB On Ramp 002000 5/21/2018 17:22 18C487359 53 Overland Rd 002000 3/15/2018 12:23 18C482925 51 OVERLAND Rd 002000 2/19/2018 16:35 18C480929 0 039038 1/23/2018 19:19 18C479352 53 I 84 IC 44 EB On Ramp 002000 1/15/2018 06:41 18C477318 51 I 84 IC 44 WB On Ramp 002000 10/5/2018 17:40 18C498993 51 Overland Rd 002000 9/2/2018 00:30 18C496121 49 002000 8/6/2018 07:36 18C493793 52 I 84 IC 44 EB On Ramp 002000 7/25/2018 19:03 18C493626 0 039038 2/28/2018 06:29 18C482572 52.0 9/19/2019 20:51 19C528149 51.0 8/23/2019 09:38 19C525213 52.0 Overland Rd 6/3/2019 18:02 19C518880 52.0 I 84 IC 44 EB Off Ramp 10/10/2019 16:26 19C529308 53.0 I 84 IC 44 WB Off Ramp 10/3/2019 14:17 19C528910 49.0 9/7/2019 17:15 19C526971 0.0 7/23/2019 11:38 19C522580 52.0 7/10/2019 08:21 19C521668 4 accidentti agencycase light weather roadsurfac roadcondit 22:49 15-6408 Dark, Street Lights On Cloudy Dry None 22:15 15-5944 Dark, Street Lights On Clear Dry None 17:56 15-2177 Day Clear Dry None 22:43 15-1949 Dark, Street Lights On Clear Dry None 11:41 15-1887 Day Clear Dry None 10:56 B15000391 Day Rain Wet None 11:15 15-0696 Day Clear Dry None 13:29 15-0828 Day Clear Dry None 20:01 15-0510 Dark, Street Lights On Clear Wet None 15:30 15-0435 Day Clear Dry None 09:46 15-0271 Day Clear Dry None 06:49 15-0021 Dark, Street Lights On Clear Dry None 17:21 15-6802 Dawn or Dusk Clear Dry None 20:32 B15003069 Dark, Street Lights On Rain Wet None 22:26 B15002721 Dark, Street Lights On Clear Dry None 12:01 15-3894 Day Clear Dry None 06:58 15-2949 Day Clear Dry None 15:26 15-2497 Day Clear Dry None 00:47 15-2483 Dark, Street Lights On Clear Dry None 17:31 15-2272 Day Clear Dry None 07:38 15-0535 Dawn or Dusk Clear Dry None 05:16 16-4581 Dark, Street Lights On Clear Dry None 18:50 16-4216 Day Clear Dry None 10:37 16-3291 Day Clear Dry None 14:22 16-2982 Day Clear Dry None 05:55 16-0577 Dark, Street Lights On Cloudy Dry None 19:46 16-6698 Dark, Street Lights On Clear Dry None 14:09 16-3787 Day Cloudy Dry None 20:23 16-1718 Dark, Street Lights On Cloudy Wet None 17:41 17-7841 Dark, Street Lights On Clear Dry None 18:47 17-5122 Day Clear Dry None 20:49 17-1049 Dark, Street Lights On Cloudy Dry None 16:50 17-0945 Day Clear Dry None 06:07 17-7107 Dark, Street Lights On Rain Wet None 16:57 17-7007 Day Clear Dry None 15:37 17-6212 Day Cloudy Wet None 11:23 17-5383 Dark, No Street Lights Clear Dry None 11:46 17-3636 Day Clear Dry None 16:44 17-2631 Day Clear Dry None 14:59 17-0130 Day Clear Ice None 16:33 17-0102 Day Clear Ice None 06:17 18-5392 Dawn or Dusk Clear Dry None 23:22 18-4446 Dark, Street Lights On Clear Dry None 17:22 18-3415 Day Cloudy Dry None 12:23 18-1748 Day Cloudy Dry None 16:35 18-1144 Day Clear Dry None 19:19 B18000279 Dark, Street Lights On Clear Dry None 06:41 B18000173 Dark, Street Lights On Clear Dry None 17:40 18-6911 Day Clear Dry None 00:30 18-6042 Dark, Street Lights On Clear Dry None 07:36 18-5274 Day Clear Dry None 19:03 18-5007 Day Clear Dry None 06:29 B18000716 Dark, Street Lights On Clear Dry None 20:51 19-6533 Day Clear Dry None 09:38 19-5734 Day Clear Dry None 18:02 19-3630 Day Clear Dry None 16:26 19-7051 Day Clear Dry None 14:17 19-6870 Day Cloudy Dry None 17:15 19-6206 Day Clear Dry None 11:38 19-4862 Day Cloudy Dry None 08:21 19-4541 Day Cloudy Dry None 5 units fatalities injuries agency severity year 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 1 Meridian Police Dept C Injury Accident 2015 2 0 1 Meridian Police Dept C Injury Accident 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 2 Idaho State Police Dist 3 Boise C Injury Accident 2015 2 0 4 Meridian Police Dept B Injury Accident 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 1 Meridian Police Dept C Injury Accident 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 3 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 1 Idaho State Police Dist 3 Boise C Injury Accident 2015 2 0 1 Idaho State Police Dist 3 Boise B Injury Accident 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 2 Meridian Police Dept A Injury Accident 2015 3 0 1 Meridian Police Dept C Injury Accident 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 0 Meridian Police Dept Property Dmg Report 2015 2 0 2 Meridian Police Dept B Injury Accident 2016 1 0 0 Meridian Police Dept Property Dmg Report 2016 2 0 0 Meridian Police Dept Property Dmg Report 2016 2 0 0 Meridian Police Dept Property Dmg Report 2016 2 0 1 Meridian Police Dept C Injury Accident 2016 2 0 0 Meridian Police Dept Property Dmg Report 2016 2 0 0 Meridian Police Dept Property Dmg Report 2016 3 0 1 Meridian Police Dept C Injury Accident 2016 2 0 0 Meridian Police Dept Property Dmg Report 2017 2 0 1 Meridian Police Dept C Injury Accident 2017 2 0 0 Meridian Police Dept Property Dmg Report 2017 2 0 0 Meridian Police Dept Property Dmg Report 2017 2 0 0 Meridian Police Dept Property Dmg Report 2017 2 0 1 Meridian Police Dept C Injury Accident 2017 2 0 1 Meridian Police Dept B Injury Accident 2017 2 0 2 Meridian Police Dept C Injury Accident 2017 2 0 0 Meridian Police Dept Property Dmg Report 2017 2 0 0 Meridian Police Dept Property Dmg Report 2017 3 0 0 Meridian Police Dept Property Dmg Report 2017 2 0 0 Meridian Police Dept Property Dmg Report 2017 1 0 1 Meridian Police Dept B Injury Accident 2018 2 0 3 Meridian Police Dept A Injury Accident 2018 2 0 0 Meridian Police Dept Property Dmg Report 2018 2 0 0 Meridian Police Dept Property Dmg Report 2018 3 0 1 Meridian Police Dept C Injury Accident 2018 1 0 0 Idaho State Police Dist 3 Boise Property Dmg Report 2018 2 0 1 Idaho State Police Dist 3 Boise C Injury Accident 2018 2 0 0 Meridian Police Dept Property Dmg Report 2018 2 0 2 Meridian Police Dept C Injury Accident 2018 2 0 1 Meridian Police Dept C Injury Accident 2018 2 0 1 Meridian Police Dept C Injury Accident 2018 1 0 0 Idaho State Police Dist 3 Boise Property Dmg Report 2018 3 0 1 Meridian Police Dept C Injury Accident 2019 2 0 0 Meridian Police Dept Property Dmg Report 2019 3 0 2 Meridian Police Dept B Injury Accident 2019 2 0 1 Meridian Police Dept C Injury Accident 2019 2 0 2 Meridian Police Dept C Injury Accident 2019 1 0 0 Meridian Police Dept Property Dmg Report 2019 2 0 1 Meridian Police Dept B Injury Accident 2019 3 0 3 Meridian Police Dept C Injury Accident 2019 6 countyname cityname person intersec_1 milepost numberofin Ada Meridian 4 Y 68.024 0 Ada Meridian 2 Y 68.026 0 Ada Meridian 2 N 67.874 1 Ada Meridian 3 Y 68.026 1 Ada Meridian 3 Y 68.04 0 Ada Meridian 2 Y 0.26 2 Ada Meridian 4 Y 0.364 4 Ada Meridian 5 Y 68.026 0 Ada Meridian 5 Y 68.026 0 Ada Meridian 2 Y 68.026 1 Ada Meridian 2 Y 68.026 0 Ada Meridian 5 N 68.032 0 Ada Meridian 3 Y 68.034 0 Ada Meridian 3 Y 68.26 1 Ada Meridian 3 Y 67.86 1 Ada Meridian 2 N 67.979 0 Ada Meridian 3 Y 9.278 2 Ada Meridian 3 Y 0.364 1 Ada Meridian 2 Y 68.026 0 Ada Meridian 2 Y 68.026 0 Ada Meridian 2 Y 68.026 0 Ada Meridian 2 Y 67.937 2 Ada Meridian 1 N 68.041 0 Ada Meridian 2 Y 67.98 0 Ada Meridian 4 Y 68.03 0 Ada Meridian 2 Y 67.96 1 Ada Meridian 2 N 68.03 0 Ada Meridian 3 Y 67.98 0 Ada Meridian 4 Y 68.024 1 Ada Meridian 2 Y 67.939 0 Ada Meridian 3 Y 36.451 1 Ada Meridian 2 Y 67.941 0 Ada Meridian 4 N 68.04 0 Ada Meridian 2 Y 67.973 0 Ada Meridian 2 Y 36.455 1 Ada Meridian 2 Y 36.422 1 Ada Meridian 2 Y 36.427 2 Ada Meridian 2 Y 67.943 0 Ada Meridian 2 Y 68.002 0 Ada Meridian 3 Y 68.013 0 Ada Meridian 2 Y 67.968 0 Ada Meridian 1 Y 0.054 1 Ada Meridian 4 Y 67.96 3 Ada Meridian 2 Y 67.905 0 Ada Meridian 11 Y 67.926 0 Ada Meridian 4 Y 67.9 1 Ada Meridian 2 Y 0.069 0 Ada Meridian 2 Y 67.987 1 Ada Meridian 4 N 68.024 0 Ada Meridian 3 Y 67.914 2 Ada Meridian 2 Y 68.035 1 Ada Meridian 2 Y 67.882 1 Ada Meridian 2 Y 0.064 0 Ada Meridian 7 Y 0 1 Ada Meridian 2 Y 0 0 Ada Meridian 3 Y 0 2 Ada Meridian 3 Y 0 1 Ada Meridian 3 Y 0 2 Ada Meridian 2 Y 0 0 Ada Meridian 2 Y 0 1 Ada Meridian 4 Y 0 3 7 workzonere statehighw latitude longitude pmid Y State Highway 43.594468 -116.393703 Intersection* Y State Highway 43.594468 -116.393703 Intersection* Y State Highway 43.59329436 -116.3936811 M05300001001 Y State Highway 43.594468 -116.393703 Intersection* Y Not in State Highway System 43.594468 -116.393703 Intersection* Y Interstate 43.59464987 -116.3935826 Intersection* Y Not in State Highway System 43.59456043 -116.3935937 Intersection* N State Highway 43.594468 -116.393703 Intersection* Y State Highway 43.594468 -116.393703 Intersection* Y State Highway 43.594468 -116.393703 Intersection* Y State Highway 43.594468 -116.393703 Intersection* Y Not in State Highway System 43.594468 -116.393703 M05300001002 N State Highway 43.594468 -116.393703 Intersection* Y Not in State Highway System 43.59463846 -116.3936632 Intersection* Y State Highway 43.59327882 -116.3936274 M05300001001 Y State Highway 43.59406395 -116.3937459 M05300001001 Y State Highway 43.59298354 -116.3938098 Intersection* N Interstate 43.594468 -116.393703 Intersection* Y State Highway 43.594468 -116.393703 Intersection* N State Highway 43.594468 -116.393703 Intersection* Y State Highway 43.594468 -116.393703 Intersection* N State Highway 43.592894 -116.393723 N Not in State Highway System 43.594468 -116.393703 N State Highway 43.59374952 -116.3937352 N State Highway 43.59456965 -116.3938586 N State Highway 43.59326495 -116.3936182 N State Highway 43.594468 -116.393703 N State Highway 43.59380043 -116.3937191 N State Highway 43.59427326 -116.3936203 N State Highway 43.59305585 -116.3937176 M05300001001 N State Highway 43.59465742 -116.3937253 M05300001002 N State Highway 43.59295616 -116.393723 M05300001001 N Not in State Highway System 43.59473219 -116.3936601 M05300001002 N State Highway 43.59386327 -116.3936611 M05300001001 N State Highway 43.59471597 -116.3937145 M05300001002 N State Highway 43.59399152 -116.3936716 M05300001001 N State Highway 43.59405368 -116.3936931 M05300001001 N State Highway 43.59319117 -116.3936716 M05300001001 N State Highway 43.59290071 -116.3936936 M05300001001 N State Highway 43.59371428 -116.3937459 M05300001001 N State Highway 43.59358367 -116.3937155 M05300001001 N Connector 43.59421685 -116.3936189 M05300001001 Y State Highway 43.59346169 -116.3937416 Rint001010443 N State Highway 43.59303375 -116.3937294 M05300001001 N State Highway 43.59277312 -116.3937391 M05300001001 N State Highway 43.59286616 -116.3938474 M05300001001 N Connector 43.59432564 -116.3937145 M05300001001 N State Highway 43.59392383 -116.3937296 M05300001001 N State Highway 43.59435811 -116.3937727 M05300001001 N State Highway 43.59300939 -116.3936533 M05300001001 N Not in State Highway System 43.5945614 -116.3937727 Rint001010442 N State Highway 43.59271935 -116.3936704 M05300001001 N Connector 43.59428679 -116.3936609 M05300001001 N State Highway 43.5934948 -116.3937209 N State Highway 43.59259821 -116.3937398 N State Highway 43.59299094 -116.3937345 N State Highway 43.59381445 -116.3937194 N State Highway 43.59385385 -116.3937192 N Off Highway 43.59454185 -116.3937155 N State Highway 43.59268692 -116.3937401 N State Highway 43.59355097 -116.3937207 8 int_id accident_d INT_0468INT_0468 2015-10-31 INT_0468INT_0468 2015-10-09 Non-IntersectionNon-Intersection 2015-04-23 INT_0468INT_0468 2015-04-12 INT_0468INT_0468 2015-04-09 LocalLocal 2015-02-03 INT_0468INT_0468 2015-02-07 INT_0468INT_0468 2015-02-14 INT_0468INT_0468 2015-01-27 INT_0468INT_0468 2015-01-24 INT_0468INT_0468 2015-01-15 Non-IntersectionNon-Intersection 2015-01-02 INT_0468INT_0468 2015-11-20 LocalLocal 2015-09-17 Non-IntersectionNon-Intersection 2015-08-19 Non-IntersectionNon-Intersection 2015-07-10 INT_0468INT_0468 2015-05-30 INT_0468INT_0468 2015-05-09 INT_0468INT_0468 2015-05-09 INT_0468INT_0468 2015-04-28 INT_0468INT_0468 2015-01-29 2016-07-19 2016-07-04 2016-05-26 2016-05-13 2016-01-28 2016-10-14 2016-06-16 2016-03-20 __2017-11-18 __2017-08-08 __2017-02-17 __2017-02-13 __2017-10-20 __2017-10-16 __2017-09-18 __2017-08-17 __2017-06-07 __2017-04-26 __2017-01-06 __2017-01-05 __2018-08-10 __2018-07-02 __2018-05-21 __2018-03-15 __2018-02-19 __2018-01-23 __2018-01-15 __2018-10-05 __2018-09-02 __2018-08-06 __2018-07-25 __2018-02-28 2019-09-19 2019-08-23 2019-06-03 2019-10-10 2019-10-03 2019-09-07 2019-07-23 2019-07-10 9 116114 116115 MERIDIAN Rd 130.0000 F S 116407 116408 Meridian Rd I 84 116490 116491 MERIDIAN Rd I 84 IC 44 EB On Ramp 10 53.0 I 84 IC 44 EB On Ramp 6/28/2019 07:04 19C520797 50.0 6/7/2019 12:46 19C518854 54.0 6/1/2019 22:13 19C518268 11 07:04 19-4241 Day Cloudy Dry None 12:46 B19001680 Day Clear Dry None 22:13 19-3594 Dark, Street Lights On Clear Dry None 12 2 0 1 Meridian Police Dept C Injury Accident 2019 3 0 0 Idaho State Police Dist 3 Boise Property Dmg Report 2019 2 0 0 Meridian Police Dept Property Dmg Report 2019 13 Ada Meridian 2 Y 0 1 Ada Meridian 3 Y 0 0 Ada Meridian 2 Y 0 0 14 N State Highway 43.5938637 -116.3937191 N State Highway 43.59329432 -116.3937262 N State Highway 43.59350416 -116.3937209 15 2019-06-28 2019-06-07 2019-06-01 2 FID objectid street1 intersecti directionf street2 laneofimpa 34070 34071 MERIDIAN Rd OVERLAND Rd 50.0 34241 34242 MERIDIAN Rd OVERLAND Rd 50.0 93850 93851 Meridian Rd Overland Rd 50.0 94447 94448 OVERLAND Rd MERIDIAN Rd 49.0 95407 95408 OVERLAND Rd MERIDIAN Rd 52.0 95773 95774 Overland Rd Meridian Rd 53.0 96360 96361 OVERLAND Rd 10.0000 F W 51.0 41373 41374 Meridian Rd Overland Rd 50 41457 41458 OVERLAND Rd MERIDIAN Rd 49 41577 41578 MERIDIAN Rd OVERLAND Rd 52 43705 43706 Meridian Rd 47.0000 F S 50 99088 99089 MERIDIAN Rd OVERLAND Rd 50 100156 100157 Overland Rd Meridian Rd 53 100348 100349 Overland Rd Meridian Rd 52 100585 100586 MERIDIAN Rd OVERLAND Rd 51 101101 101102 MERIDIAN Rd OVERLAND Rd 50 101794 101795 Overland Rd Meridian Rd 51 101963 101964 Meridian Rd Overland Rd 50 44813 44814 Meridian Rd Overland Rd 0.0 45268 45269 Overland Rd Meridian Rd 51.0 46172 46173 Meridian Rd Overland Rd 50.0 104508 104509 Meridian Rd Overland Rd 52.0 104657 104658 Overland Rd Meridian Rd 50.0 105956 105957 Meridian Rd Overland Rd 49.0 107994 107995 Meridian Rd Overland Rd 50.0 49589 49590 Meridian Rd Overland Rd 51 49777 49778 MERIDIAN Rd OVERLAND Rd 50 50557 50558 Meridian Rd Overland Rd 50 108604 108605 MERIDIAN Rd OVERLAND Rd 50 108647 108648 MERIDIAN Rd OVERLAND Rd 50 108814 108815 Meridian Rd Overland Rd 51 109423 109424 MERIDIAN Rd OVERLAND Rd 50 109991 109992 MERIDIAN Rd 5.0000 F S Overland Rd 50 110424 110425 OVERLAND Rd MERIDIAN Rd 52 111847 111848 Meridian Rd Overland Rd 51 43953 43954 MERIDIAN Rd OVERLAND Rd 51.0 56449 56450 OVERLAND Rd MERIDIAN Rd 52.0 56825 56826 MERIDIAN Rd OVERLAND Rd 50.0 57211 57212 MERIDIAN Rd 1185.0000 F N 51.0 57509 57510 MERIDIAN Rd OVERLAND Rd 51.0 58701 58702 MERIDIAN Rd OVERLAND Rd 51.0 114955 114956 MERIDIAN Rd OVERLAND Rd 52.0 116478 116479 Overland Rd MERIDIAN Rd 52.0 116483 116484 MERIDIAN Rd 20.0000 F S 50.0 116650 116651 MERIDIAN Rd OVERLAND Rd 51.0 118300 118301 MERIDIAN Rd OVERLAND Rd 51.0 3 references segmentcod accidentda serialnumb accidentti agencycase 002150 12/30/2015 08:55 15C416852 08:55 15-7650 002150 12/21/2015 14:18 15C415465 14:18 15-7468 002150 11/10/2015 18:59 15C411596 18:59 16-6605 002590 10/3/2015 13:51 15C408549 13:51 15-5770 002590 8/2/2015 07:36 15C403300 07:36 15-4393 002590 7/3/2015 14:12 15C401264 14:12 15-3734 MERIDIAN Rd 002589 5/12/2015 15:35 15C397610 15:35 15-2545 002150 7/28/2016 20:15 16C432592 20:15 16-4826 002150 7/25/2016 15:24 16C432182 15:24 16-4748 002150 6/15/2016 23:37 16C431094 23:37 16-3776 Overland Rd 002150 1/21/2016 11:22 16C419544 11:22 B16000282 002150 10/27/2016 20:00 16C440327 20:00 16-7037 002589 8/21/2016 19:18 16C434605 19:18 16-5387 002150 7/30/2016 14:59 16C433507 14:59 16-4861 002150 7/23/2016 23:07 16C432354 23:07 16-4708 002150 6/10/2016 15:46 16C429228 15:46 16-3669 002150 4/17/2016 16:29 16C425340 16:29 16-2325 002150 4/7/2016 14:52 16C424394 14:52 16-2081 002150 12/20/2017 14:23 17C474457 14:23 17-8568 002150 11/12/2017 20:16 17C471663 20:16 17-7678 002150 9/5/2017 11:58 17C465578 11:58 17-5893 002150 11/1/2017 20:15 17C470691 20:15 17-7428 002589 10/20/2017 21:31 17C469690 21:31 17-7134 002150 6/29/2017 06:51 17C460365 06:51 17-4133 002150 1/7/2017 13:18 17C447749 13:18 17-0154 002150 11/24/2018 18:46 18C503769 18:46 18-8147 002150 10/27/2018 12:10 18C502771 12:10 18-7448 002150 9/22/2018 11:21 18C498600 11:21 820933 002150 12/2/2018 18:21 18C503816 18:21 18-8331 002150 11/23/2018 20:35 18C503466 20:35 18-8126 002150 11/12/2018 09:09 18C502487 09:09 18-7844 002150 10/6/2018 15:18 18C499357 15:18 18-6924 OVERLAND Rd 002150 8/26/2018 03:54 18C496114 03:54 18-5845 002590 7/28/2018 19:47 18C493738 19:47 18-5080 002150 4/14/2018 03:01 18C485196 03:01 18-2471 12/5/2019 11:27 19C534484 11:27 19-8447 8/9/2019 21:30 19C524004 21:30 19-5327 7/13/2019 11:47 19C521621 11:47 19-4623 Overland Rd 6/8/2019 17:58 19C519385 17:58 19-3772 002150 5/22/2019 08:29 19C517382 08:29 19-3314 002150 3/4/2019 14:58 19C511554 14:58 19-1458 9/18/2019 12:37 19C527329 12:37 19-6482 6/6/2019 13:35 19C518310 13:35 19-3723 OVERLAND Rd 6/6/2019 07:17 19C518290 07:17 19-3712 5/28/2019 10:31 19C517437 10:31 19-3449 002150 1/25/2019 20:13 19C508916 20:13 19-0558 4 light weather roadsurfac roadcondit units fatalities Day Clear Dry None 2 0 Day Cloudy Dry None 2 0 Dark, Street Lights On Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Cloudy Dry None 2 0 Day Cloudy Dry None 3 0 Dark, Street Lights On Cloudy Dry None 2 0 Day Clear Dry None 1 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 3 0 Day Clear Dry None 1 0 Dark, Street Lights On Clear Dry None 2 0 Day Smoke/Smog Dry None 2 0 Dark, Street Lights On Clear Dry None 3 0 Dark, Street Lights On Cloudy Dry None 3 0 Day Clear Dry None 2 0 Day Cloudy Ice None 2 0 Dark, Street Lights On Clear Dry None 3 0 Day Clear Dry None 2 0 Day Clear Dry None 3 0 Dark, Street Lights On Clear Wet None 2 0 Dark, Street Lights On Rain Wet None 2 0 Day Clear Dry None 2 0 Day Cloudy Wet None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 Day Cloudy Dry None 3 0 Dark, Street Lights On Rain Wet None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Day Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Rain Wet None 2 0 Day Cloudy Dry None 2 0 Day Clear Dry None 2 0 Day Clear Dry None 2 0 Dark, Street Lights On Clear Dry None 2 0 5 injuries agency severity year countyname cityname 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2015 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 1 Idaho State Police Dist 3 Boise C Injury Accident 2016 Ada Meridian 1 Meridian Police Dept C Injury Accident 2016 Ada Meridian 1 Meridian Police Dept B Injury Accident 2016 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2016 Ada Meridian 4 Meridian Police Dept C Injury Accident 2016 Ada Meridian 2 Meridian Police Dept C Injury Accident 2016 Ada Meridian 1 Meridian Police Dept C Injury Accident 2016 Ada Meridian 4 Meridian Police Dept C Injury Accident 2016 Ada Meridian 2 Meridian Police Dept C Injury Accident 2017 Ada Meridian 1 Meridian Police Dept C Injury Accident 2017 Ada Meridian 2 Meridian Police Dept C Injury Accident 2017 Ada Meridian 2 Meridian Police Dept C Injury Accident 2017 Ada Meridian 1 Meridian Police Dept B Injury Accident 2017 Ada Meridian 1 Meridian Police Dept C Injury Accident 2017 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2017 Ada Meridian 3 Meridian Police Dept A Injury Accident 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 0 Boise Police Dept Property Dmg Report 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2018 Ada Meridian 2 Meridian Police Dept B Injury Accident 2018 Ada Meridian 1 Meridian Police Dept A Injury Accident 2018 Ada Meridian 3 Meridian Police Dept B Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 1 Meridian Police Dept B Injury Accident 2019 Ada Meridian 1 Meridian Police Dept C Injury Accident 2019 Ada Meridian 2 Meridian Police Dept A Injury Accident 2019 Ada Meridian 1 Meridian Police Dept C Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 3 Meridian Police Dept B Injury Accident 2019 Ada Meridian 0 Meridian Police Dept Property Dmg Report 2019 Ada Meridian 2 Meridian Police Dept C Injury Accident 2019 Ada Meridian 1 Meridian Police Dept C Injury Accident 2019 Ada Meridian 6 person intersec_1 milepost numberofin workzonere statehighw 2 Y 9.146 0 N State Highway 2 Y 9.146 0 N State Highway 2 Y 9.146 0 N State Highway 4 Y 0 0 Y Not in State Highway System 4 Y 0 0 N Not in State Highway System 2 Y 0 0 Y Not in State Highway System 2 Y 10.002 0 N Not in State Highway System 3 Y 9.15 0 N State Highway 2 Y 9.15 0 N State Highway 3 Y 9.15 0 N State Highway 3 Y 9.137 1 N State Highway 2 Y 9.146 1 N State Highway 1 Y 10.003 1 N Not in State Highway System 2 Y 9.15 0 N State Highway 4 Y 9.146 4 N State Highway 4 Y 9.146 2 N State Highway 4 Y 9.146 1 N State Highway 6 Y 9.146 4 N State Highway 2 Y 9.145 2 N State Highway 7 Y 9.145 1 N State Highway 2 Y 9.145 2 N State Highway 3 Y 9.145 2 N State Highway 5 Y 10.002 1 N Not in State Highway System 2 Y 9.145 1 N State Highway 2 Y 9.145 0 N State Highway 6 Y 9.15 3 N State Highway 4 Y 9.15 0 N State Highway 4 Y 9.142 0 N State Highway 2 Y 9.15 0 N State Highway 6 Y 9.15 0 N State Highway 2 Y 9.146 0 N State Highway 3 Y 9.15 0 N State Highway 4 Y 9.142 0 N State Highway 5 Y 0.004 2 N Not in State Highway System 2 Y 9.146 1 N State Highway 5 Y 0 3 N State Highway 2 Y 0 0 N Off Highway 2 Y 0 1 N State Highway 2 Y 0 1 N State Highway 3 Y 9.148 2 N State Highway 2 Y 9.142 1 N State Highway 2 Y 0 0 N State Highway 7 Y 0 3 N Off Highway 2 Y 0 0 N State Highway 4 Y 0 2 N State Highway 2 Y 9.142 1 N State Highway 7 latitude longitude pmid int_id accident_d 43.59003458 -116.3937141 Intersection*ACHD_231ACHD_231 2015-12-30 43.59009675 -116.393757 Intersection*ACHD_231ACHD_231 2015-12-21 43.5900035 -116.3939716 Intersection*ACHD_231ACHD_231 2015-11-10 43.5901669 -116.3939115 Intersection*ACHD_231ACHD_231 2015-10-03 43.59010473 -116.3937828 Intersection*ACHD_231ACHD_231 2015-08-02 43.5901006 -116.3938803 Intersection*ACHD_231ACHD_231 2015-07-03 43.59010473 -116.3938257 Intersection*ACHD_231ACHD_231 2015-05-12 43.59002168 -116.39374 2016-07-28 43.59006092 -116.3937749 2016-07-25 43.59008384 -116.39374 2016-06-15 43.58994324 -116.3937355 2016-01-21 43.59009675 -116.393757 2016-10-27 43.5901006 -116.3938803 2016-08-21 43.59008384 -116.3937829 2016-07-30 43.59009675 -116.393757 2016-07-23 43.59009675 -116.3937141 2016-06-10 43.59015892 -116.393757 2016-04-17 43.59009675 -116.3937892 2016-04-07 43.5900579 -116.3937677 Mer0021501 __2017-12-20 43.5900035 -116.3936712 Mer0021501 __2017-11-12 43.59010064 -116.3937463 M05300001000 __2017-09-05 43.59003458 -116.3936712 Mer0021501 __2017-11-01 43.59011664 -116.3937604 O21300005000 __2017-10-20 43.59007571 -116.3937758 Mer0021501 __2017-06-29 43.59008898 -116.3937892 Mer0021501 __2017-01-07 43.5900683 -116.3938258 Mer0021501 __2018-11-24 43.59013922 -116.3938634 M05300001000 __2018-10-27 43.59001271 -116.3937248 Mer0021501 __2018-09-22 43.5901227 -116.3938151 O21300004000 __2018-12-02 43.59010076 -116.3938312 O21300004000 __2018-11-23 43.59011006 -116.3938077 O21300004000 __2018-11-12 43.59015378 -116.3938258 M05300001000 __2018-10-06 43.59006766 -116.393757 Mer0021501 __2018-08-26 43.59013103 -116.3936616 O21300005000 __2018-07-28 43.59009312 -116.3937731 Mer0021501 __2018-04-14 43.59014732 -116.39377 2019-12-05 43.59011844 -116.3937162 2019-08-09 43.59017686 -116.3937694 2019-07-13 43.59005837 -116.3937706 2019-06-08 43.59014732 -116.39377 2019-05-22 43.59006828 -116.3937706 2019-03-04 43.59015717 -116.3937698 2019-09-18 43.59011812 -116.3937434 2019-06-06 43.58997915 -116.3937706 2019-06-06 43.59013748 -116.3937702 2019-05-28 43.59007818 -116.3937706 2019-01-25 MERIDIAN IC COMMERCIAL TIS 11 APPENDIX K. VOLUME CALCULATIONS EBT EBR WBL WBT SBL SBT SBR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Existing AM 774 344 184 527 233 987 69 2 0 1 156 0 71 0 1531 283 5 60 1459 3 556 384 384 478 427 731 835 708 425 342 459 634 67 91 140 229 59 1456 383 343 669 217 PM 617 399 353 1149 152 1193 152 5 1 5 472 3 170 8 1810 322 12 148 1765 4 379 497 970 819 466 820 629 600 979 613 310 323 194 361 668 485 122 973 171 365 1453 513 Shoulder Factor AM 72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72%72% PM 84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84%84% Existing Shoulder Volumes AM 557 248 132 379 168 711 50 1 0 1 112 0 51 0 1102 204 4 43 1050 2 400 276 276 344 307 526 601 510 306 246 330 456 48 66 101 165 42 1048 276 247 482 156 PM 518 335 297 965 128 1002 128 4 1 4 396 3 143 7 1520 270 10 124 1483 3 318 417 815 688 391 689 528 504 822 515 260 271 163 303 561 407 102 817 144 307 1221 431 Growth Rate 1.40%1.40%0.80%0.80%1.40%1.40%1.40%4.90%4.90%4.90%0.60%0.60%0.60%2.30%2.30%2.30%2.70%2.70%2.70%2.70%2%2%0.40%0.40%3.60%3.60%3.60%2.30%2.30%2.30%2%2%2%2%2%2%3.60%3.60%3.60%3.60%3.60%3.60% 1.40%1.40%0.80%0.80%1.40%1.40%1.40%4.90%4.90%4.90%0.60%0.60%0.60%2.30%2.30%2.30%2.70%2.70%2.70%2.70%2%2%0.40%0.40%3.60%3.60%3.60%2.30%2.30%2.30%2%2%2%2%2%2%3.60%3.60%3.60%3.60%3.60%3.60% 2025 Future No Build w/o TC Shoulder Volumes AM 589 262 136 391 178 752 53 1 0 1 115 0 52 0 1207 223 4 48 1168 2 433 299 280 350 354 606 692 559 335 269 357 494 52 71 109 179 48 1207 318 285 555 180 PM 548 354 307 996 135 1059 135 5 1 5 406 3 146 8 1665 296 11 138 1650 3 344 451 828 699 450 794 608 552 900 564 281 293 176 328 607 441 118 941 166 354 1407 496 Pipeline Volumes (Tanner Creek [TC])AM 14 53 107 29 14 12 12 5 43 21 43 5 21 PM 59 53 107 118 59 47 47 24 43 21 43 24 21 2025 Future No Build w/TC Shoulder Volumes AM 589 262 136 391 178 766 53 54 0 108 115 0 52 29 1207 223 4 48 1168 16 445 299 280 362 354 611 692 602 356 312 357 494 52 71 109 179 48 1212 318 285 576 180 PM 548 354 307 996 135 1118 135 58 1 112 406 3 146 126 1665 296 11 138 1650 62 391 451 828 746 450 818 608 595 921 607 281 293 176 328 607 441 118 965 166 354 1428 496 Dedicated Project Trips % Enter AM 15%10%5%60%25%15%15%30%5%10%15% PM 15%10%5%60%25%15%15%30%5%10%15% Dedicated Project Trips % Exit AM 25%5%60%15%30%15%10%15%5% PM 25%5%60%15%30%15%10%15%5% Dedicated Project Trips Enter AM 0 0 68 0 0 46 0 0 0 0 0 23 0 273 0 0 0 0 0 114 68 0 0 68 0 137 0 0 0 0 23 0 0 0 0 46 0 68 0 0 0 0 PM 0 0 65 0 0 43 0 0 0 0 0 22 0 259 0 0 0 0 0 108 65 0 0 65 0 130 0 0 0 0 22 0 0 0 0 43 0 65 0 0 0 0 Dedicated Project Trips Exit AM 0 0 0 0 0 0 0 71 14 171 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 43 86 43 0 0 0 0 0 0 0 0 0 29 43 14 PM 0 0 0 0 0 0 0 130 26 311 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78 155 78 0 0 0 0 0 0 0 0 0 52 78 26 Pass-By % Enter AM 51%-51%-49%49% PM 47%-47%-53%53% Pass-By % Exit AM 51%49% PM 47%53% Pass-By Enter AM 0 0 0 0 0 0 0 0 0 0 0 0 0 39 -39 0 0 0 -38 38 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 123 -123 0 0 0 -139 139 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass-By Exit AM 0 0 0 0 0 0 0 38 0 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 0 0 0 0 0 0 0 125 0 141 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2025 Future Build Shoulder Volumes without TC AM 589 262 204 391 178 798 53 110 14 208 115 23 52 312 1168 223 4 48 1130 154 501 299 280 418 354 743 692 602 421 312 380 494 52 71 109 225 48 1275 318 314 598 194 PM 548 354 372 996 135 1102 135 260 27 457 406 25 146 390 1542 296 11 138 1511 250 409 451 828 764 450 924 608 630 1055 642 303 293 176 328 607 484 118 1006 166 406 1485 522 2025 Future Build Shoulder Volumes with TC AM 589 262 204 391 178 812 53 163 14 315 115 23 52 341 1168 223 4 48 1130 168 513 299 280 430 354 748 692 645 442 355 380 494 52 71 109 225 48 1280 318 314 619 194 PM 548 354 372 996 135 1161 135 313 27 564 406 25 146 508 1542 296 11 138 1511 309 456 451 828 811 450 948 608 673 1076 685 303 293 176 328 607 484 118 1030 166 406 1506 522 Overland / MeridianFranklin / Meridian Waltman / Meridian / Main / Central SPUI / Meridian