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Z - TIS ! ■ ■ ■ ■ ■ 1 Traffic Impact Study Meridian Meridian, Prepared For: Morgan Holdings Prepared By: SO Alliance 8730 Tallon Lane NE, Suite 200 Lacey, WA 98516 360.352.1465 January 2021 SC J ALLIANCE CONSULTING SERVICES Traffic Impact Study Project Information Project: Meridian Multifamily Prepared for: Morgan Holdings Ryan Morgan 2223 Avenida De La Playa, Ste 350 La Jolla, CA 92037 Reviewing Agency Jurisdiction: Ada County Highway District Project Representative Prepared by: SO Alliance 8730 Tallon Lane NE, Suite 200 Lacey, WA 98516 360.352.1465 scjalliance.com Contact: Eric Johnston, PE, Principal Ryan Shea, PTP, Senior Transportation Planner Project Reference: SO #3434.01 Path:N:\Projects\3434 Morgan Holdings\3434.01 Meridian Multifamily Traffic Services\Traffic\TIA\Report\2021-0115 Meridian TIS.docx Meridian Multifamily Traffic Impact Study Signature The technical material and data contained in this document were prepared under the supervision and direction of the undersigned, whose seal, as a professional engineer licensed to practice as such, is affixed below. Prepared by Ryan Shea, PTP, Senior Transportation Planner SxoHAL e 15205 0 F }� Approved by Eric Johnston, PE, Principal Meridian Multifamily Traffic Impact Study Table of Contents Mitigation........................................................................................................................................2 1 Introduction.................................................................................................................4 1.1 Project Overview...................................................................................................................4 1.2 Study Context........................................................................................................................4 2 Project Description.......................................................................................................6 2.1 Development Proposal..........................................................................................................6 2.2 Site Access.............................................................................................................................6 3 Existing Conditions Summary.......................................................................................8 3.1 Area Land Uses......................................................................................................................8 3.2 Roadway Inventory................................................................................................................8 3.3 Pedestrian and Bicycle Facilities............................................................................................8 3.4 Transit.................................................................................................................................. 10 3.5 Traffic Volume Data............................................................................................................. 10 3.6 Collision History................................................................................................................... 10 4 Project Traffic Characteristics.....................................................................................14 4.1 Site-Generated Traffic Volumes.......................................................................................... 14 4.2 Site Traffic Distribution and Assignment............................................................................. 14 5 Future Traffic Conditions............................................................................................17 5.1 Roadway Network Improvements....................................................................................... 17 5.2 Planned Improvements....................................................................................................... 17 5.3 Future Traffic Volumes........................................................................................................ 17 6 Traffic Operations Analysis.........................................................................................22 6.1 Level of Service....................................................................................................................22 6.2 Roadway Operations...........................................................................................................22 6.3 Roadway Analysis................................................................................................................23 6.4 Intersection Operations.......................................................................................................24 6.5 Intersection Analysis ...........................................................................................................25 6.6 Operational Improvement Scenario....................................................................................31 6.7 S Wells Avenue/E Overland Road Traffic Signal Lane Warrants .........................................32 7 Site Access and Internal Site Circulation.....................................................................34 7.1 Driveway Spacing and Sight Distance..................................................................................34 SO Alliance January 2021 1 Page i Meridian Multifamily Traffic Impact Study 7.2 Driveway Turn Lane Warrants.............................................................................................36 7.3 Internal Circulation..............................................................................................................36 8 Summary....................................................................................................................37 8.1 Operational Results.............................................................................................................37 8.2 Mitigation............................................................................................................................38 List of Tables Table 1. Collision Summary-01/01/2015 through 12/31/2019............................................................ 11 Table 2. ITE Trip Generation Rate for Multifamily Housing (Mid Rise).................................................. 14 Table 3. Project Trip Generation............................................................................................................ 14 Table 4. ACHD Level of Service Criteria for Roadway Segments............................................................23 Table 5. E Overland Road between S Locust Grove Rd and S Eagle Rd Analysis Results.......................24 Table 6. Level of Service Criteria for Intersections ................................................................................25 Table 7. Existing 2020 Intersection Level of Service ..............................................................................28 Table 8. Existing 2020 Lane Group v/c Ratios.........................................................................................28 Table 9. Projected 2022 Without Project Intersection Level of Service ................................................29 Table 10. Projected 2022 Without Project Lane Group v/c Ratios.........................................................29 Table 11. Projected 2022 With Project Lane Group v/c Ratios...............................................................30 Table 12. Projected 2022 With Project Intersection Level of Service....................................................30 Table 13. Projected 2022 With Project With Improvements Intersection Level of Service ..................32 Table 14. Projected 2022 With Project With Improvements Lane Group v/c Ratios.............................32 SO Alliance January 2021 1 Page ii Meridian Multifamily Traffic Impact Study List of Figures Figure1. Site Vicinity Map ........................................................................................................................4 Figure2. Preliminary Site Plan ..................................................................................................................7 Figure 3. Existing Channelization and Intersection Control......................................................................9 Figure 4. Existing 2020 AM Peak Hour Traffic Volumes.......................................................................... 12 Figure 5. Existing 2020 PM Peak Hour Traffic Volumes.......................................................................... 13 Figure 6. Site-Generated AM Peak Hour Volumes.................................................................................. 15 Figure 7. Site-Generated PM Peak Hour Volumes.................................................................................. 16 Figure 8. Projected 2022 AM Peak Hour Traffic Volumes Without Project............................................ 18 Figure 9. Projected 2022 PM Peak Hour Traffic Volumes Without Project............................................ 19 Figure 10. Projected 2022 AM Peak Hour Traffic Volumes With Project ...............................................20 Figure 11. Projected 2022 PM Peak Hour Traffic Volumes With Project................................................21 Figure 12. S Wells Avenue Driveway Spacing .........................................................................................35 List of Appendices Appendix A Traffic Count Data Appendix B Crash Data Appendix C Traffic Volume Calculations Appendix D Operational Analysis Worksheets Appendix E Turn Lane and Signal Warrant Worksheets SO Alliance January 2021 1 Page iii Meridian Multifamily Traffic Impact Study Executive Summary Morgan Holdings plans to construct the Meridian Multifamily project located at 2700 Overland Road in Meridian, Idaho.The project will consist of 360 residential units, multiple park spaces, a clubhouse, and an outdoor pool area. This report has been prepared to provide the traffic analysis and project information for the City of Meridian and Ada County Highway District(ACHD) in reviewing the development proposal. Operational analysis has been prepared for existing 2020 conditions and conditions expected in 2022 with and without completion of the development. Project Summary At full occupancy and operation, the project is estimated to generate approximately 130 new-to- network trip ends during the AM peak hour and 158 new-to-network trip ends during the PM peak hour. The development will be accessed by two full access driveways located on an extension of S Wells Avenue.The proposed extension of S Wells Avenue and a traffic signal at the S Wells Avenue/E Overland Road intersection are included as part of the proposed WinCo Foods development immediately west of the project site. An emergency access driveway is proposed on E Overland Road at the east end of the site. Operational Results Roadway and intersection analysis of the study area was conducted for the existing conditions and projected conditions for the 2022 opening year of the project. Based on the level of service standards established by ACHD,there are some projected deficiencies in the 2022 horizon year. E Overland Road/S Eagle Road This intersection currently operates with a v/c ratio of 1.00 during the PM peak hour, which increases to above 1.00 in the 2022 horizon year with and without the project. Additionally,the intersection is projected to operate with a v/c ratio over 1.00 for the eastbound left-turn lane group during both peak periods and the northbound through/northbound right-turn lane group in the PM peak hour with and without the project.ACHD has a planned improvement to address these deficiencies in the 2031-2035 horizon. In the interim, this intersection was evaluated to determine what improvements would result in the intersection and all lane groups operating with a v/c ratio below 1.00. It was determined that retiming the traffic signal in the projected 2022 horizon with project would, for both peak periods, improve the intersection and all lane groups to a v/c ratio below 1.00.The suggested signal timing change should accommodate the existing coordination of the corridor.The analysis results and traffic signal timings are included in Appendix D. The proposed Meridian Multifamily project will represent less than 10%for the intersection and each of the lane groups. 1-84 WB Ramps/S Eagle Road This intersection is projected to operate with an overall v/c ratio over 1.00 for all scenarios during the PM peak hour. Additionally, by the 2022 horizon with project the northbound left-turn and southbound SO Alliance January 2021 1 Page 1 Meridian Multifamily Traffic Impact Study right-turn lane groups are projected to exceed 1.00 during the PM peak hour. ACHD does not have an improvement identified at this location. Intersection improvements were evaluated at this intersection to bring the overall v/c ratio and each lane group v/c ration below 1.00 for the 2022 with project horizon.The following package of improvements is projected to reduce all the v/c ratios below the 1.00 standard: • Restripe the west southbound through lane to be a shared through-right lane, providing a second southbound right-turn lane for vehicles turning onto 1-84.This would require providing a short 2nd on-ramp lane that would merge with the existing on-ramp lane. • Construct a second northbound left-turn lane pocket. • Construct a third northbound through lane.This would require the existing westbound curbside right-turn lane to merge with the third northbound S Eagle Road lane rather than have the lane be added as part of the right-turn movement. However, since the westbound right-turn movement is currently prohibited from making a right turn on red,this should not affect the operation of that movement. The proposed Meridian Multifamily project will represent less than 10%for each of the lane groups and the overall intersection Traffic Signal Warrant Analysis at S Wells Ave/S Eagle Road A WinCo Foods grocery store is planned to be constructed adjacent to the proposed Meridian Multifamily project. As part of that project an extension of S Wells Avenue and traffic signal control at the S Wells Avenue/E Overland Road intersection will be constructed.The WinCo Foods project and these mitigation improvements were assumed in the background for this analysis. An additional analysis scenario was developed and evaluated for the 2022 opening year horizon that did not include the WinCo Foods. Under existing stop control the S Wells Avenue/E Overland Road intersection is projected to operate at LOS F for delay, with v/c ratios over 1.00 for both stop-controlled approaches.Traffic signal warrants were prepared for the 8-hour,4-hour, and peak hour,with the intersection meeting all three warrants for the northbound approach. Mitigation S Wells Avenue Extension and S Wells Avenue/E Overland Road Traffic Signal In the event that the proposed Meridian Multifamily project is constructed prior to the adjacent planned WinCo Foods, the project will construct the S Wells Avenue extension and the traffic signal improvements at the S Wells Avenue. E Overland Road intersection. Payment of Traffic Impact Fees ACHD has a traffic impact fee program based on its Capital Improvements Plan (2020), which includes two projects in the study area: • E Overland Road: S Locust Grove Rd to Eagle Rd—Widen from five lanes to seven lanes • S Eagle Road/E Overland Road Intersection—Replace/modify signal. Reconstruct/widen approaches. No change to north leg approach. SO Alliance January 2021 1 Page 2 Meridian Multifamily Traffic Impact Study The Meridian Multifamily project will pay traffic impact fees as assessed by ACHD, which will contribute to these local improvements. SG Alliance January 2021 1 Page 3 Meridian Multifamily Traffic Impact Study 1 Introduction 1.1 Project Overview Morgan Holdings plans to construct the Meridian Multifamily project located at 2700 Overland Road in Meridian, Idaho.The project will consist of 360 residential units, park spaces, a clubhouse, and an outdoor pool area. Figure 1 illustrates the site vicinity and the transportation network serving the project area. Figure 1. Site Vicinity Map ,w CF:aoilri ki: W Frnnklw Rd r� Project Area `J m E 6reilN id G .'mer,ntl fep W OtL!rlann Rd n1 fY LDS - G' M n a 1.2 Study Context This report has been prepared to provide the traffic analysis and project information for the City of Meridian and Ada County Highway District(ACHD) in reviewing the development proposal. Operational analysis has been prepared for existing 2020 conditions and conditions expected in 2022 with and without completion of the development. Roadway and intersection analysis were both conducted according to section 7106 of the current ACHD Policy Manual. For the roadway analysis,AM and PM peak hour conditions were analyzed at the following locations: ♦ E Overland Rd between S Wells Ave and S Eagle Rd SO Alliance January 2021 1 Page 4 Meridian Multifamily Traffic Impact Study For the intersection analysis the AM and PM peak hour conditions were analyzed at the following study intersections: ♦ 1-84 EB Ramps/S Eagle Rd ♦ 1-84 WB Ramps/S Eagle Rd ♦ E Overland Rd/S Wells Ave ♦ E Overland Rd/S Eagle Rd ♦ Cinemas Dr/South Site Driveway/S Wells Ave ♦ North Site Driveway/S Wells Ave The study roadways, intersections and overall study parameters were identified through discussion with ACHD staff. SG Alliance January 2021 1 Page 5 Meridian Multifamily Traffic Impact Study 2 Project Description 2.1 Development Proposal The proposed Meridian Multifamily project will be located on undeveloped land at 2700 East Overland Road, at the northeast corner of the E Overland Road/S Wells Avenue intersection.The proposed project will include 360 apartment units, park spaces, a clubhouse, and an outdoor pool area. 2.2 Site Access The development will be accessed by two full access driveways located on an extension of S Wells Avenue.The proposed extension of S Wells Avenue is included as part of the proposed development immediately west of the project site. An emergency access driveway is proposed on E Overland Road at the east end of the site,to provide a secondary access point to the site in case S Wells Avenue is inaccessible.This access has been discussed with ACHD staff and the local fire department, with both groups being acceptable to it. The preliminary site plan is provided on Figure 2 SO Alliance January 2021 1 Page 6 \ ) ) - § - e � � Up CI I ~~ � Lk !§ - [ � - g < m q > Co ( 2 � Q = � \ \ m § } Cn | » . ) ° » % . . » ;U wFFFFFFM § 3 | m Z / .. \ / .. .. 2 e EAST OVERLAND R f Fri 0 � � . Q _ Fn ( > > 9 = McHdanMu@&mil Figure 2 Preliminary Site Plan SCd ALLIANCE ENGINEERING___AND__SERVICES Traffic Impact s! & Meridian Multifamily Traffic Impact Study 3 Existing Conditions Summary 3.1 Area Land Uses The proposed Meridian Multifamily project will be located near the 1-84/S Eagle Road interchange.The site is currently vacant but is in an existing commercially developed area. A commercial center including a motorcycle shop,theater,veterinarian and other restaurants and shops is located west of the project site. Smaller retail shops and offices are located on the south side of E Overland Rd. 3.2 Roadway Inventory 3.2.1 E Overland Road E Overland Road is a principal arterial that runs east-west between 1-84 and Ten Mile Road. The roadway provides two travel lanes in each direction with a continuous two-way left turn lane (TWLTL) and additional turn lanes at intersections.The roadway has a speed limit of 40 mph in the study area. 3.2.2 S Eagle Road S Eagle Road is a four-lane principal arterial that travels north-south from US 44 to E Columbia Road.The roadway has a posted speed limit of 50 mph north of E Overland Road and 40 mph south of E Overland Rd. S Eagle Road provides access to 1-84 with a partial clover interchange northeast of the project site. 3.2.3 S Wells Avenue South Wells Avenue is a two-lane roadway that travels north-south between E Overland Road and E Goldstone St. It provides access to developments south of E Overland Road.The roadway has a speed limit of 25 mph in the study area. 3.2.4 Interstate 84 (1-84) Interstate 84 is an interstate highway that runs northwest to southeast across Idaho between Oregon and Utah. In the study area 1-84 is a limited-access highway with partial clover interchange access to S Eagle Rd. In the study area the highway has four lanes in each direction and a posted speed limit of 65 mph. A summary of the intersection channelization and control type for each of the study intersections is provided in Figure 3. 3.3 Pedestrian and Bicycle Facilities There are sidewalks present on both sides of E Overland Rd throughout the study area. S Eagle Rd provides sidewalks on both sides until it approaches 1-84. No sidewalks are provided on the over- crossing of 1-84. Striped crosswalks and pedestrian activated crossing signals are provided at the E Overland Rd/S Eagle Rd and 1-84 WB Ramps/S Eagle Rd intersections. Bicycle lanes are provided in both directions along E Overland Rd and along S Eagle Rd south of the intersection with E Overland Rd. SO Alliance January 2021 1 Page 8 - - , • N 110 r. 1) I-84 WB Ramps at 2) I-84 EB Ramps at S Eagle Rd S Eagle Rd _ � O � oil ir _ 3) E Overland Rd at 4)E Overland Rd at S Eagle Rd S Wells Ave m v ao m i - � Y Project Site r moor—, E Overland Rd `y 3 LEGEND ElmO Traffic Signal 0 Stop Sign yh� Travel Lane/Channelization � .! q }-;k,. -10 Meridian Multifamily Figure 3 Existing Channelization and 5CJ ALLIANCE Meridian,Idaho Intersection Control —INEER,,,G p op,,,NN,NG—EEs Traffic Impact Study Meridian Multifamily Traffic Impact Study 3.4 Transit Valley Regional Transit is responsible for transit in Ada and Canyon counties. Routes 40 and 42, which run from Boise to Nampa, both travel along E Overland Road past the project site.The nearest existing bus stop for route 42 is approximately 0.60 miles east of the project site and the nearest existing bus stop for route 40 is about 1.5 miles west of the site. 3.5 Traffic Volume Data ACHD provided morning and evening peak period turning movement counts at the following study intersections: • E Overland Rd/S Eagle Rd • E Overland Rd/1-84 EB Ramps • E Overland Rd/1-84 WB Ramps The counts were conducted between August and October 2020 from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM. ACHD also provided daily traffic volume data on E Overland Road east of Locust Road from February of 2018. L2 Data Collection, a transportation data collection service, provided morning and evening peak period turning movement counts at the intersection of S Wells Ave/E Overland Rd.The counts were conducted on Thursday October 29, 2020 from 7:00 AM to 9:00 AM and from 4:00 PM to 6:00 PM. Figure 4 and Figure 5 show the existing 2020 AM and PM peak hour traffic volumes for the study intersections. The turning movement count diagrams are provided in Appendix A. 3.6 Collision History The Office of Highway Safety at the Idaho Transportation Department(ITD) provided collision data for the study intersections. The data includes all reported collisions occurring over the most current complete five-year span of January 1, 2015 through December 31, 2019.A collision frequency rate per Millions of Entering Vehicles (MEV) was calculated for the study intersections based on the following formula: Collision Rate = 1,000,000 X Total Collisions 365 X Number of Years X Average Daily Entering Traffic Collision rates were calculated for each intersection using average daily volumes and the number of collisions reported per intersection. To calculate average daily volumes the daily traffic volume counts provided by ACHD were used to determine the relationship between the PM peak hour and the total daily volume.This factor, which worked out to the PM peak hour being approximately 8.5%of the daily volume,was then used to factor up the total entering volume at each study intersection. Generally crash rates above one crash per million entering vehicles (CEMV) are considered a possible safety concern and warrants further analysis and possible mitigation. We have summarized the collision data for the study intersections in Table 1. SO Alliance January 2021 1 Page 10 Meridian Multifamily Traffic Impact Study Table 1. Collision Summary-01/01/2015 through 12/31/2019 Total Number Total Average Average Daily of Reported Number of Collisions per Entering Collisions per Intersection Collisions Injuries Year Traffic MEV E Overland Rd/ 102 67 20.4 61,435 0.910 S Eagle Rd E Overland Rd/ 14 18 2 28,600 0.268 S Wells Ave 1-84 EB Ramps/ 49 41 9.8 57,153 0.470 S Eagle Rd 1-84 WB Ramps/ 66 46 13.2 68,400 0.529 S Eagle Rd The collision summary data provided by ITD are provided in Appendix B. SO Alliance January 2021 1 Page 11 C N 810 N N O ^ O 400 tp rl 5 n 00 N IA M (315 385 FI 65 1 940--t r 440—2 1 r ' r N a oao n 115—1 o .0 1)1-84 WB Ramps at 2) 1-84 EB Ramps at 3) E Overland Rd at S Eagle Rd S Eagle Rd S Eagle Rd' �635 960--# c� 65—Z R 4) E Overland Rd at = S Wells Ave m v ao ) m I , Project i . Site e t. .. . E Overland Rdilk 3 — - j�_ � �ate',��;.;"`"`•' - - ,. - _'� Legend **.., XX--i� Peak Hour Traffic Volumes Note:Volumes rounded to the nearest 5. i See Appendix C for exact volumes Figure 4 =� Meridian Multifamily Existing 2020 AM Peak Hour SCJ ALLIANCE Meridian,Idaho Traffic Volumes ENGINEERING AND PLANNING SERVICES Traffic Impact Study o a '^ o In In 't_ ,-i.•i � m gr-0 1 0 00 ri a a 705 . 715 425� i ' r 0 0 475 ,n o 490 - N m m m 1300D-I n Lm _ _ _•_ w N --4 � 1 1)1-84 WB Ramps at 2) 1-84 EB Ramps at 3) E Overland Rd at S Eagle Rd S Eagle Rd S Eagle Rd -• 1,240 95 895 r N 4) E Overland Rd at S Wells Ave m v ao ) m I , Project i . Site e _ ., E Overland Rd 3 ilks - - •i: r ; �r low Legend •.: XX--J� Peak Hour Traffic Volumes Note:Volumes rounded to the nearest 5. See Appendix C for exact volumes Figure 5 =� Meridian Multifamily Existing 2020 PM Peak Hour SCJ ALLIANCE Meridian,Idaho Traffic Volumes ENGINEERING AND PLANNING SERVICES Traffic Impact Study Meridian Multifamily Traffic Impact Study 4 Project Traffic Characteristics The project-related characteristics having the most effect on area traffic conditions are peak hour trip generation and the directional distribution of traffic volumes on the surrounding roadway network. 4.1 Site-Generated Traffic Volumes Vehicle trip generation was estimated using the trip generation rates contained in the 10th edition of the Trip Generation Manual by the Institute of Transportation Engineers(ITE). The land-use category "Multifamily Housing (Mid-Rise)" (land-use code 221) was used. Table 2 shows the trip generation characteristics for the Multifamily Housing(Mid Rise) land use category. Table 2. ITE Trip Generation Rate for Multifamily Housing(Mid Rise) Peak Period Unit Trip Rate Enter% Exit% AM peak hour of Adjacent Street Dwelling Units 0.36 26% 74% PM peak hour of Adjacent Street Dwelling Units 0.44 61% 39% The total trip generation expected from this project is calculated by applying the unit measure for each land use category to the appropriate trip generation rate.The trip generation for the proposed Meridian Multifamily project is shown in Table 3 below. Table 3. Project Trip Generation Peak Period Size Total Trips Enter Exit AM peak hour of Adjacent Street 360 130 34 96 PM peak hour of Adjacent Street 360 158 96 62 The complete project trip generation calculations are included in Appendix C. 4.2 Site Traffic Distribution and Assignment To determine the regional distribution of traffic to and from the proposed Meridian Multifamily project, Community Planning Association (COMPASS) conducted an area of influence select zone analysis. The select zone analysis was performed for Traffic Analysis Zone (TAZ) 1147 for existing demographics and temporary TAZ 1312 to isolate the proposed development impacts.The Select Zone Analysis Summary included in Appendix C. The regional traffic distribution percentages and site traffic distribution and assignment for the AM peak hour are shown on Figure 6.The site traffic distribution and assignment for the PM peak hour are shown on Figure 7. SO Alliance January 2021 1 Page 14 Project Trips Legend N Total Trips XX--)� Site-Generated Traffic Volumes Inbound Outbound Total 34 96 130 XX% primary Trip Distribution Percentage 'e- n 12% ~~ }�11 .9 I� 1 I T 42-f y N N O 24 1 N O - - 1)1-84 WB Ramps at 2)1-84 EB Ramps at 3) E Overland Rd at S Eagle Rd S Eagle Rd S Eagle Rd � 11 32% 30 M N M N rI n NI $ :67 r ► N � � N T fu Cq M E Over 14) land Rd at 5)South Site Driveway at S Wells Ave S Wells Ave 6 + I ' CD i P in 0 Y 6) North Site Driveway at Project S Wells Ave 5 Site % 1/ o 24% `— 23 0 8 � 4 E Overland Rd O 4� 9 24 25% 1 C :. .. i _ m Ln Q - i w' { 1% 5% f f Figure 6 Meridian Multifamily Site-Generated Traffic Volumes 5CJ ALLIANCE Meridian,Idaho AM Peak Hour E„61NEERING AND—NING��n�Es Traffic Impact Study Project Trips Legend w Total Trips XX� Site-Generated Traffic Volumes •_I Inbound Outbound Total XX% primary Trip Distribution Percentage !7r 96 62 158 i 12% N, rl rJ F-A 30 E—24 IN 7 r 27 1 n no is ^ W V PP N 3� O � - 1) 1-84 WB Ramps at 2)1-84 EB Ramps at 3) E Overland Rd at S Eagle Rd S Eagle Rd S Eagle Rd 4-11 V 32% 7.0 L 72 C 43 23 r N N M fu dQ 4 E Overland Rd at 5)South Site Driveway at � S Wells Ave S Wells Ave CD i *-;4 �- _ _ O - - 6) North Site Driveway at rJ Project S Wells Ave Site 10 24% 2`3�5 4 E Overland Rd O 24 `t � 3 is 25% _ Uj y � . V FM• ~ Ln a 1% 5% [ Jw��J11 II i•T�STT►A'^I A. Figure 7 Meridian Multifamily Site-Generated Traffic Volumes SCJ ALLIANCE Meridian,Idaho PM Peak Hour ENGINEERING AND PLANNING SERVICES Traffic Impact Study Meridian Multifamily Traffic Impact Study 5 Future Traffic Conditions 5.1 Roadway Network Improvements There are currently two improvement projects in the study area identified in the ACHD 2020 Capital Improvement Plan. • E Overland Road: S Locust Grove Rd to Eagle Rd—Widen from five lanes to seven lanes (2036- 2040) • S Eagle Road/E Overland Road Intersection—Replace/modify signal. Reconstruct/widen approaches. No change to north leg approach. (2031-2035) 5.2 Planned Improvements 5.2.1 S Wells Avenue Extension S Wells Avenue is currently a tee intersection at E Overland Road. As part of the proposed WinCo Foods development, S. Wells Avenue will be extended north. 5.2.2 E Overland Road/S Wells Avenue Traffic Signal S Wells Avenue is currently a tee intersection with stop control for the NB approach.The proposed WinCo Foods project will install a traffic signal at the E Overland Road/S Wells Avenue intersection. The new southbound approach of S Wells Avenue will provide a left-turn lane, a through lane, and a right- turn lane. 5.3 Future Traffic Volumes Background traffic growth was included in the future conditions analyses.To estimate the non-specific traffic growth that will occur at the study intersections, annual growth rates ranging from 0.7%to 3.2% for one year was applied to the base year traffic volumes.The growth rates were based on model link plots prepared by COMPASS.These link plots showed peak hour volumes throughout the study area for the existing 2020 network and the projected 2022 network.The model plots are included in Appendix C. The COMPASS model link plots include all known pipeline development projects, including the adjacent WinCo Foods project, which allows all of the roadway links contained in the model to report a growth rate. Most of the study area roadways are included in the model,with the exception being S Wells Avenue.To capture the pipeline development growth on Wells Avenue,the trip generation volumes reported in the WinCo Foods traffic impact study submitted in 2016 were used for the S Wells Ave/E Overland Rd intersection and proposed site driveways on S Wells Avenue. The projected 2022 AM and PM traffic volumes without the Meridian Multifamily project are shown on Figure 8 and Figure 9.The projected 2022 AM and PM traffic volumes with the project are shown on Figure 10 and Figure 11.The traffic volume calculations for the study intersections are included in Appendix C. SO Alliance January 2021 1 Page 17 N N 865 415 1p rl 5 n 00 N IA mI_ (330 65 965 4501Fr. i 0 0 380�, c 545 o GO m In o0 oG 115 1)1-84 WB Ramps at 2) 1-84 EB Ramps at 3) E Overland Rd at S Eagle Rd S Eagle Rd S Eagle Rd' 60 o In - CO ^ •" 645 115 10—2 1 r 970� ,n n o 65 4) E Overland Rd at = S Wells Ave m v ao ) m I , 11 Project i . Site e _ ., E Overland Rdilk 3 — - low j�_ � �ate',��;.;"`"`•' - - ,. - _'� Legend 4!0`*+., XX--i� Peak Hour Traffic Volumes t �s [Neote:Volumes rounded to the nearest 5. ,_ �, i � e Appendix C for exact volumes Figure 8 =� Meridian Multifamily Projected 2022 AM Peak Hour SCJ ALLIANCE Meridian,Idaho Traffic Volumes Without Project ENGINEERING AND PLANNING SERVICES Traffic Impact Study P .o 1,160 m ri v o vfi ,� y _ ��1 0 f645 �'rfi E {73.5 1 435eo w ass N� soo ., N130 'r r. 1)1-84 WB Ramps at 2) 1-84 EB Ramps at 3) E Overland Rd at ~ S Eagle Rd S Eagle Rd S Eagle Rd u+ "L 210 +@ eNN ti a 1,225 95 O 130 501 86s 55� 4) E Overland Rd at S Wells Ave •' °� m C � - — I Project Site •Aftm •Yasar'r.,Y'.�� . E Overland Rd 3 _ y -� Legend • XX--J� Peak Hour Traffic Volumes �11 Note:Volumes rounded to the nearest 5. t •- See Appendix C for exact volumes Cq1. � . r Figure 9 Meridian Multifamily Projected 2022 PM Peak Hour 5CJ ALLIANCE Meridian,Idaho Traffic Volumes Without Project E„61NEER,,,G AND—NING��n�Es Traffic Impact Study E ■ Af N N 865 M !n moon 415 1p rl 5 n DD N V1 M 335 ! '• _ - 420 EI 65 ¢i E • - 965 1 490 B' o 0 380 o 0 570 - 71 `-i O N n M ati DD N •a 5 • M !n o0 00 120—, '+ 07 r. 1)1-84 WB Ramps at 2) 1-84 EB Ramps at 3) E Overland Rd at ~ S Eagle Rd S Eagle Rd S Eagle Rd 8s o !n o 645 ^ 115 c�65 t O $ 15-2 I r 80� 1 970---), N o 65 O !n !n N N 4) E Overland Rd at 5)Cinema Dr/South Site S Wells Ave Driveway at S Wells Ave m v ao 30 r N ' 6)North Site Driveway at S Wells Ave 6 _ I 5 Project Site Aftm •Yasar'r.,Y'.�� . - E Overland Rd 3 _ y Legend • XX Peak Hour Traffic Volumes Note:Volumes rounded to the nearest 5. See Appendix C for exact volumes r Figure 10 Meridian Multifamily Projected 2022 AM Peak Hour 5CJ ALLIANCE Meridian,Idaho Traffic Volumes With Project E„61NEERING pop,,,„NINE�!n�Es Traffic Impact Study 7-- 1,160 0 0000 N v o v 475 l� - 4-755 755 675 J 165 rt i • 7T 46 B o �n 485515� o o �n -t O lD M 00 Ol I� Vf ��-�' • 5 r. 135 1)1-84 WB Ramps at 2) 1-84 EB Ramps at 3) E Overland Rd at ~ S Eagle Rd S Eagle Rd S Eagle Rd i 285 N ti °f 1,225 FI 95 45 O 875 r 225 c� 13-5 �n �n ui o 00 �n 55 N N 00 4) E Overland Rd at 5)Cinema Dr/South Site S Wells Ave Driveway at S Wells Ave m v ao 20 r o , m 6)North Site Driveway at S Wells Ave 6 _ I 5 Project Site Aftm •Yasar'r.,Y'.�� . - E Overland Rd 3 _ y -� Elm �Legend • XX--J� Peak Hour Traffic Volumes �11 Note:Volumes rounded to the nearest 5. t •- See Appendix C for exact volumes ' q 1. JA. r Figure 11 Meridian Multifamily Projected 2022 PM Peak Hour 5CJ ALLIANCE Meridian,Idaho Traffic Volumes With Project E„61NEER,,,G AND—NING��n DES Traffic Impact Study Meridian Multifamily Traffic Impact Study 6 Traffic Operations Analysis Traffic analyses were conducted to identify any existing deficiencies within the study area for the 2020 base year and 2022 project horizon year. 6.1 Level of Service The acknowledged source for determining overall capacity for arterial segments and independent intersections is the current edition of the Highway Capacity Manual (HCM). Capacity analyses were completed for the base year and projected 2022 AM and PM peak hour traffic volume scenarios for all intersections. Intersection analysis was performed using the Synchro software package.This software implements the methods of the 6t" edition HCM. Capacity analysis results are described in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A(very little delay)to F (long delays and congestion). Another measure of the performance of an intersection is the "degree of saturation" which is typically presented as the "volume to capacity" (v/c) ratio. Many factors affect the volume of traffic an intersection can accommodate during a specific time interval.These factors include the number of lanes, lane widths,the type of signal phasing, the number of parking maneuvers on the adjacent street, etc. Based on these factors,the intersection (or individual lane group) is determined to have a total vehicle carrying capacity"c"for the analysis period.The analysis period volume "v" is compared to the calculated carrying capacity and presented as a ratio. If the v/c ratio is below 1.0,the demand volume is less than the maximum capacity. If the v/c ratio is over 1.0,the demand volume is exceeding the available capacity. 6.2 Roadway Operations For roadway level of service calculations,total directional volume during the peak hour is used.The ACHD General Requirements& Procedures for Developments states for all roadway segments the minimum acceptable projected level of service shall be LOS E for principal arterials and LOS D for minor arterials and collectors. ACHD has established volume thresholds for roadways based on the number of lanes and the functional classification.They provide a link volume threshold for LOS D and one for LOS E. Table 4 shows the Level of service criteria for roadway segments. SO Alliance January 2021 1 Page 22 Meridian Multifamily Traffic Impact Study Table 4. ACHD Level of Service Criteria for Roadway Segments Number of Volume Threshold Functional Classification Through Lanes LOS D LOSE Principal Arterial No Left-Turn Lanes 1 600 690 1 770 880 Continuous TWLTL 2 1680 1780 3 2560 2720 1 850 920 Median-Control,Channelized Left-Turn 2 1860 1960 Lanes @ Major Intersections 3 2800 3000 Minor Arterial No Left-Turn Lanes 1 540 575 1 675 720 Continuous TWLTL 2 1395 1540 3 2155 2370 1 710 770 Median-Control,Channelized Left-Turn 2 1465 1670 Lanes @ Major Intersections 3 2270 2530 Collectors No Left-Turn Lanes 1 425 525 1 530 660 Continuous TWLTL 2 1080 1250 6.3 Roadway Analysis The analysis was conducted for the following three traffic volume scenarios: • Existing 2020 traffic volumes • Projected 2022 background traffic volumes without the Meridian Multifamily project • Projected 2022 traffic volumes with the Meridian Multifamily project 6.3.1 E Overland Rd between S Wells Ave and S Eagle Rd This portion of E Overland Rd has two lanes in each direction with a continuous TWLTL. It is classified as a principal arterial, which results in a LOS E standard.The roadway is currently operating within the LOS E threshold for the AM and PM peak hours. For the projected 2022 with and without Meridian Multifamily project, E Overland Rd is projected to remain within the LOS standard. The analysis results for this segment of E Overland Rd are provided in Table 5.The analysis volumes were rounded to the nearest 10. SCJ Alliance January 2021 1 Page 23 Meridian Multifamily Traffic Impact Study Table 5. E Overland Road between S Locust Grove Rd and S Eagle Rd Analysis Results AM Peak Hour PM Peak Hour Major Direction Major Direction Volume Scenario Capacity Volume LOS Volume LOS Existing 2020 1780 1,090 <E 1,330 <E Projected 2022 without Project 1780 1,110 <E 1,530 <E Projected 2022 with Project 1780 1,180 <E 1,600 <E 6.4 Intersection Operations Level of service calculations for intersections determine the amount of control delay(in seconds)that drivers will experience while proceeding through an intersection. Control delay includes all deceleration delay, stopped delay and acceleration delay caused by the traffic control device.The Level of Service is directly related to the amount of delay experienced. For intersections under minor street stop-control, the LOS of the most difficult movement (typically the minor street left-turn) represents the intersection Level of Service for purposes of assessing potential impacts.The following table shows the Level of Service criteria for stop-controlled intersections and for signalized intersections. The level of service calculations also include v/c ratios for each lane group and the intersection v/c ratio for signalized intersections. Per table 3 of section 7106.4 of the general requirements and procedures ACHD has established a v/c ratio of 0.90 for all signalized intersections and a v/c ratio of 1.00 for each lane group. HCM 2000 methodology was used to calculate intersection v/c ratios.The Highway Capacity Manual does not provide an intersection v/c for unsignalized intersections. For lane group v/c ratios, the HCM 6th Edition was used.The maximum v/c threshold for each lane group is 1.0 SO Alliance January 2021 1 Page 24 Meridian Multifamily Traffic Impact Study 6.5 Intersection Analysis The analysis was conducted for the following three traffic volume scenarios: • Existing 2020 traffic volumes • Projected 2022 background traffic volumes without the Meridian Multifamily project • Projected 2022 traffic volumes with the Meridian Multifamily project Table 6. Level of Service Criteria for Intersections Level of Signalized Intersection Average Stop-Controlled Intersection Average Service Control Delay(seconds/vehicle) Control Delay(seconds/vehicle) A <_ 10 <_ 10 B >10-20 > 10-15 C >20-35 > 15-25 D >35-55 >25-35 E >55-80 >35-50 F >80 >50 6.5.1 S Wells Ave/E Overland Rd This is currently a three-leg intersection under stop-sign control for the northbound approach. Upon completion of the adjacent WinCo Foods development,this intersection is planned to become a four- way intersection under traffic signal control. Analysis for the 2022 horizon assumes traffic signal control. In the AM and PM peak hour,the intersection currently operates at a LOS E for delay, with a worst v/c ratio of 0.44. In the projected 2022 horizon without the project this intersection is projected to operate at LOS B for delay in the AM peak hour and LOS C for delay in the PM hour. With the project the AM peak hour is projected to remain at LOS B and the PM peak hour is projected to operate at LOS D. The overall intersection v/c is not reported for the unsignalized intersection for the existing 2020 scenario. In all 2022 scenarios the intersection is projected to operate below the LOS D v/c threshold of 0.90. For the 2022 horizon year without project,the overall intersection v/c is 0.58 for the AM peak hour and 0.72 for the PM Peak hour. It is expected to rise to 0.61 in the AM peak hour in 2022 with the project traffic and to 0.77 for the PM peak hour. Each lane group is also projected to operate with a v/c ratio below 1.00. 6.5.2 S Eagle Rd/E Overland Rd This is a four-way intersection under traffic signal control. In the AM peak hour,the intersection currently operates at a LOS E for delay. In the projected 2022 horizon with and without project traffic, the intersection remains at LOS E for delay.The overall intersection v/c is currently 0.92 and is expected to remain under 1.00 in 2022 with and without the project traffic, operating below the LOS E v/c standard.The worst lane group v/c is currently the NB through and NB right-turn movements,with a v/c of 1.03. In 2022 the worst lane group v/c is projected to be the EB left turn with a v/c of 1.07 without the project and a v/c of 1.16 with the project traffic. SO Alliance January 2021 1 Page 25 Meridian Multifamily Traffic Impact Study In the PM peak hour,the intersection currently operates at a LOS E for delay. It will remain at LOS E for delay in the projected 2022 horizon with and without the project traffic.The overall intersection v/c is currently 1.00, operating at the pass/fail threshold for v/c. It is expected to rise to 1.01 in 2022 without the project traffic and to 1.04 with completion of the Meridian Multifamily project, remaining at LOS F for v/c.The worst lane group v/c is currently the EB left-turn movement, at a v/c of 1.07. In 2022 the worst lane group v/c is projected to be the EB left turn with a v/c of 1.03 without the project and a v/c of 1.09 with the project traffic. 6.5.3 S Eagle Road/1-84 EB Ramps This is a four-leg intersection under traffic signal control. In the AM peak hour,the intersection currently operates at a LOS B for delay and will remain at LOS B for delay in the projected 2022 horizon with and without the project traffic.The overall intersection v/c is currently 0.69 and is expected to remain under 0.72 in 2022 with and without the project traffic, operating below the LOS D v/c threshold.The worst lane group v/c is currently the EB left-turn movement.This v/c is currently 0.85 and is projected to remain below 0.87 in 2022 with and without the project traffic. In the PM peak hour,the intersection currently operates at a LOS C for delay. It is projected to remain at LOS C for delay in the projected 2022 horizon with and without the project traffic.The overall intersection v/c is currently 0.79. It is expected to remain under 0.90 in 2022 with and without the project traffic, operating below the LOS D v/c threshold.The worst lane group v/c is currently the SB through movement. This v/c is currently 0.91 and is projected to remain under 0.94 in 2022 with and without the project traffic. 6.5.4 S Eagle Road /1-84 WB Ramps This is a four-leg intersection under traffic signal control. In the AM peak hour, the intersection currently operates at a LOS C for delay and is projected to operate at LOS D for delay in the projected 2022 horizon with and without the project traffic.The overall intersection v/c is currently 0.94, operating under the LOS E threshold, and is expected to rise to 0.95 in 2022 with and without the project traffic, remaining below the LOS E threshold for v/c.The worst lane group v/c is currently the NB left turn movement.This v/c is currently 1.05.The worst lane group v/c is for the 2022 horizon with and without project traffic is the NB left-turn movement.This v/c is projected to be 1.26 in 2022 with and without project traffic. In the PM peak hour,the intersection currently operates at a LOS E for delay and is projected to operate at LOS F for delay in the projected 2022 horizon with and without the project traffic.The overall intersection v/c is currently 1.01,which is over the LOS E threshold for v/c and is expected to rise to 1.06 in 2022 without the project traffic and 1.07 with the project.The worst lane group v/c is currently the SB right-turn movement.This v/c is currently 1.39 is projected to rise to 1.47 in 2022 without project traffic and 1.49 with the project traffic. 6.5.5 Cinema Dr/South Site Driveway/S Wells Ave This will be a four-leg intersection under stop-sign control for the eastbound and westbound approaches. In the AM peak hour,the intersection is projected to operate at a LOS B for delay and LOS D in the PM peak hour.The overall intersection v/c is not reported as it is undefined by the HCM 6tn Edition.The worst lane group v/c is currently the WB left-turn movement at 0.12 in the AM peak hour and 0.26 in the PM peak hour. SO Alliance January 2021 1 Page 26 Meridian Multifamily Traffic Impact Study 6.5.6 North Site Driveway/S Wells Ave This will be a four-leg intersection under stop-sign control for the eastbound and westbound approaches with the eastbound approach serving the truck loading area of the proposed WinCo Foods. The truck delivery activity is expected to be minimal during the AM and PM peak hours and no traffic volumes were assumed for that approach. The intersection is projected to operate at a LOS A for delay during both peak hours.The overall intersection v/c is not reported as it is undefined by the HCM 6t" Edition.The worst lane group v/c is currently the WB left-turn movement at 0.03 in the AM peak hour and 0.02 in the PM peak hour. The operational analysis results are summarized in Table 7 through Table 12. Delay is reported in seconds. SO Alliance January 2021 1 Page 27 Meridian Multifamily Traffic Impact Study Table 7. Existing 2020 Intersection Level of Service AM Peak Hour PM Peak Hour LOS Int. Max Lane Group LOS Int. Max Lane Group Intersection Int.Control (Delay) v/c v/c(direction) (Delay) v/c v/c(direction) S Wells Ave/ Two-Way E 0.33 E 0.44 E Overland Rd Stop-Control (37.9) (NB-L) (43.7) (NB-L) S Eagle Rd/ E 1.03 E 1.07 E Overland Rd Signal (64.6) 0 92 (NB-T,NB-R) (55.5) 1.00 (EB-L) S Eagle Rd/ g 0.85 C 0.91 1-84 EB Ramps Signal (16.1) 0 69 (EB-L) (22.0) 0 79 (SB-T) S Eagle Rd/ C 1.05 E 1.39 1-84 WB Ramps Signal (33.6) 0.94 (NB-L) (79.7) 1.01 (513-11) Table 8. Existing 2020 Lane Group v/c Ratios AM Peak Hour PM Peak Hour Intersection Approach Left Thru Right Left Thru Right S Wells Ave/ EB - E Overland Rd WB 0.24 - 0.16 (Two-Way Stop- NB 0.33 0.17 0.44 0.30 Control) SB EB 0.93 0.66 0.67 1.07 0.67 0.67 S Eagle Rd/ WB 0.31 0.44 0.81 0.57 0.82 0.79 E Overland Rd (Traffic Signal) NB 0.75 1.03 1.03 0.80 0.94 0.94 SB 0.92 0.48 0.29 0.92 0.87 0.60 EB 0.85 - 0.73 0.62 - 0.90 S Eagle Rd/ WB 1-84 EB Ramps (Traffic Signal) NB 0.56 0.62 SB 0.54 0.91 EB - - S Eagle Rd/ WB 0.90 - 0.90 - 1-84 WB Ramps (Traffic Signal) NB 1.05 0.60 1.26 0.61 - SB - 0.48 0.80 - 0.61 1.39 SCJ Alliance January 2021 Page 28 Meridian Multifamily Traffic Impact Study Table 9. Projected 2022 Without Project Intersection Level of Service AM Peak Hour PM Peak Hour Int. LOS Int. Max Lane Group LOS Int. Max Lane Group Intersection Control (Delay) v/c v/c(direction) (Delay) v/c v/c(direction) S Wells Ave/ g 0.78 C 0.89 E Overland Rd Signal (17.6) 0.58 (WB-L) (30.4) 0.72 (SB-R) S Eagle Rd/ E 1.07 E 1.03 E Overland Rd Signal (63.0) 0'91 (EB-L) (55.4) 1.01 (EB-L) S Eagle Rd/ g 0.87 C 0.94 1-84 EB Ramps Signal (19.6) 0.72 (EB-L) (23.9) 0.81 (SB-T) S Eagle Rd/ D 1.26 IF 1.47 1-84 WB Ramps Signal (35.7) 0.95 (NB-L) (88.8) 1.06 (SB-R) Table 10. Projected 2022 Without Project Lane Group v/c Ratios AM Peak Hour PM Peak Hour Intersection Approach Left Thru Right Left Thru Right EB 0.47 0.74 0.74 0.79 0.60 0.60 S Wells Ave/ WB 0.78 0.43 0.43 0.80 0.84 0.85 E Overland Rd (Traffic Signal) NB 0.41 0.02 0.31 0.66 0.03 0.38 SB 0.50 0.04 0.67 0.79 0.03 0.89 EB 1.07 0.59 0.59 1.03 0.65 0.65 S Eagle Rd/ WB 0.27 0.40 0.75 0.57 0.85 0.81 E Overland Rd (Traffic Signal) NB 0.71 1.05 1.05 0.80 0..97 0.97 SB 0.91 0.50 0.25 0.94 0.88 0.62 EB 0.87 - 0.75 0.63 - 0.91 S Eagle Rd/ WB 1-84 EB Ramps (Traffic Signal) NB 0.60 0.64 SB 0.58 0.94 EB - - S Eagle Rd/ WB 0.86 - 0.91 - 1-84 WB Ramps (Traffic Signal) NB 1.26 0.63 1.30 0.64 SB - 0.49 0.81 - 0.64 1.47 SCJ Alliance January 2021 Page 29 Meridian Multifamily Traffic Impact Study Table 11. Projected 2022 With Project Lane Group v/c Ratios AM Peak Hour PM Peak Hour LOS Int. Max Lane Group LOS Int. Max Lane Group Intersection Int.Control (Delay) v/c v/c(direction) (Delay) v/c v/c(direction) S Wells Ave/ g 0.78 p 0.91 E Overland Rd Signal (19.7) 0.61 (WB-L,SB-L) (38.8) 0.77 (SB-R) S Eagle Rd/ E 1.16 E 1.09 E Overland Rd Signal (67.5) 0.94 (EB L) (57.7) 1.04 (EB-L) S Eagle Rd/ B 0.87 C 0.97 I-84 EB Ramps Signal (18.3) 0.72 (EB-L) (25.6) 0.82 (SB-T) S Eagle Rd/ D 1.26 IF 1.49 1-84 WB Ramps Signal 0.95 1.07 (36.0) (NB-L) (91.5) (SB-R) Cinema Dr/South Site Two-Way B 0.12 D 0.26 Driveway/S Wells Ave Stop-Control (11.7) (WB-LTR) (29.4) (WB-LTR) North Site Driveway/ Two-Way A 0.03 A 0.02 S Wells Ave Stop-Control (8.7) (WB-LTR) (8.7) (WB-LTR) Table 12. Projected 2022 With Project Intersection Level of Service AM Peak Hour PM Peak Hour Intersection Approach Left Thru Right Left Thru Right EB 0.50 0.75 0.75 0.81 0.57 0.57 S Wells Ave/ WB 0.78 0.46 0.46 0.81 0.88 0.90 E Overland Rd (Traffic Signal) N B 0.43 0.03 0.42 0.69 0.06 0.45 SB 0.78 0.03 0.72 0.81 0.05 0.91 EB 1.16 0.62 0.62 1.09 0.67 0.67 S Eagle Rd/ WB 0.28 0.41 0.75 0.58 0.88 0.81 E Overland Rd (Traffic Signal) NB 0.72 1.05 1.05 0.80 0.97 0.97 SB 0.91 0.51 0.28 0.94 0.89 0.70 EB 0.87 - 0.75 0.63 - 0.91 S Eagle Rd/ WB 1-84 EB Ramps (Traffic Signal) NB 0.60 0.65 SB 0.59 0.97 EB - S Eagle Rd/ WB 0.87 - 0.92 - 1-84 WB Ramps (Traffic Signal) NB 1.26 0.64 1.30 0.65 SB - 0.50 0.82 - 0.66 1.49 EB 0.01 0.09 - 0.01 0.26 - Cinema Dr/South Site WB - 0.12 - - 0.26 - Driveway/S Wells Ave (Two-Way Stop-Control) NB 0.04 - 0.17 - SB 0.01 - 0.01 - North Site Driveway/ WB - 0.03 - 0.02 S Wells Ave NB - - (Two-Way Stop-Control) SB SCJ Alliance January 2021 Page 30 Meridian Multifamily Traffic Impact Study 6.6 Operational Improvement Scenario Based on the intersection operational analysis there are projected to be two intersections that will experience lane groups operating with a v/c ratio over 1.00 and/or an overall v/c ration below 0.90. ACHD requires that improvements be identified for any existing or projected deficiencies. Proposed projects that are expected to represent less than 10% of a deficient intersection or lane group are not expected to contribute financially to the identified improvement. Intersection improvements that would address these projected deficiencies have been identified and are described below. 6.6.1 S Eagle Road at E Overland Road This intersection currently operates with an intersection v/c ration greater than 0.90 in the existing AM and PM peak hours and is expected to increase in the 2020 horizon with and without the project. In addition, for the projected 2022 with project horizon this intersection is projected to operate with an eastbound left-turn lane group v/c ratio of 1.16 during the AM peak hour and 1.09 during the PM peak hour and the NB through and NB right-turn lane groups are projected to operate with a v/c ratio of 1.05 in the AM peak hour. The existing signal timings were used for all the operational analysis, but as traffic volumes change it is common for traffic signal timings to be adjusted. Since this intersection is part of a coordinated system,the cycle length cannot be changed in isolation unless it remains a multiple of the existing coordination cycle. With a current cycle length of the signal is 140 the intersection could be shifted to 70 seconds or 210 seconds and still operate withing the coordinated system. By adjusting the existing traffic signal timings to provide more green time for the eastbound left-turn movement and extending the cycle length from 140 seconds to 210 seconds, all of the lane groups can be accommodated with v/c rations below 1.00.The overall intersection v/c ratio would remain above 0.90 in the PM peak hour, at 0.93, but would be improved from the existing 2020 v/c ratio. The results of this improvement are provided in Table 13 and Table 14 below. Additionally, the ACHD 2020 Capital Improvement Plan identifies widening E Overland Road from five lanes to seven lanes within the study area.This improvement was assessed and,with modified timings but the same 140 second cycle length, would also reduce all the land group v/c ratios to below 1.00. As with the proposed cycle length adjustment the overall intersection v/c ration would still exceed 0.90 in the PM peak hour but would be an improvement on the existing 2020 v/c ratio. The operational analysis results for this improvement are not provided in the tables below but have been included in Appendix D. 6.6.2 S Eagle Road at 1-84 WB Ramps This intersection is projected to operate with an intersection v/c ratio over 1.00 and with multiple lane groups over 1.00 in the 2022 volume horizon with and without the proposed Meridian Multifamily project.To improve the overall intersection v/c ratio multiple capacity improvements were identified: • Restripe the west southbound through lane to be a shared through-right lane, providing a second southbound right-turn lane for vehicles turning onto 1-84.This would require providing a short 2nd on-ramp lane that would merge with the existing on-ramp lane. • Construct a second northbound left-turn lane • Construct a third northbound through lane.This would require the existing westbound curbside right-turn lane to merge with the third northbound S Eagle Road lane rather than have the lane be added as part of the right-turn movement. However, since the westbound right-turn SG Alliance January 2021 1 Page 31 Meridian Multifamily Traffic Impact Study movement is currently prohibited from making a right turn on red,this should not affect the operation of the movement. With all of these improvements in place the intersection v/c ratio and all of the individual lane groups are projected to operate below the 1.00 v/c threshold. The operational analysis results for the improvement scenario and the percent of project traffic are summarized in Table 13 and Table 14. Delay is reported in seconds. Table 13. Projected 2022 With Project With Improvements Intersection Level of Service AM Peak Hour PM Peak Hour Int. LOS Int. Max Lane Group Project Trip LOS Int. Max Lane Group Project Trip Intersection Control (Delay) v/c v/c(direction) Percentage (Delay) v/c v/c(direction) Percentage S Eagle Rd/ Signal E 0.84 0.97 2.3% IF0.93 0.94 2.1% (EB-L) S Eagle Rd/ Signal C 0.78 0.88 0.5% C 0.94 0.91 0.8% 1-84 WB Ramps (23.6) (WB-L) (33.0) (WB-L) Table 14. Projected 2022 With Project With Improvements Lane Group v/c Ratios AM Peak Hour PM Peak Hour Worst Lane Worst Lane Group Project Group Project Intersection Approach Left Thru Right Trip Percentage Left Thru Right Trip Percentage EB 0.93 0.72 0.72 8.6%(left) 0.94 0.63 0.63 5.9%(left) S Eagle Rd/ WB 0.39 0.61 0.97 2.7%(thru) 0.59 0.91 0.83 3.2%(thru) E Overland Rd (Traffic Signal) NB 0.80 0.75 0.75 1.8%(left) 0.87 0.84 0.84 2.6%(left) SIB 0.90 0.38 0.21 5.2%(right) 0.92 0.77 0.61 8.6%(right) EB - - - - - - S Eagle Rd/ WB 0.88 - - 2.6%(left) 0.91 - - 4.4%(left) 1-84 WB Ramps (Traffic Signal) NB 0.86 0.44 - 0.8%(thru) 0.86 0.45 - 0.5%(thru) SIB - 0.50 0.56 0.3%(thru) - 0.79 0.73 0.8%(thru) 6.7 S Wells Avenue/E Overland Road Traffic Signal Lane Warrants The assumed 2022 background conditions for the study area include the proposed WinCo Foods project located on the adjacent property to the west.This includes the projected volumes and the mitigation improvements, with one of these improvements being a traffic signal at the S Wells Avenue/E Overland Road intersection.The WinCo Foods project has not yet been constructed and should the proposed Meridian Multifamily be constructed prior to the WinCo Foods,this traffic signal would not yet be installed. Given this uncertainty an additional analysis has been performed for this intersection that does not assume the WinCo Foods traffic or the traffic signal. 6.7.1 Intersection Analysis Without WinCo Foods The intersection analysis without the WinCo Foods project assumes the same roadway section for the new southbound leg of Wells Avenue, but under two-way stop control for the existing northbound approach and the future southbound approach. In this scenario the intersection is projected to operate at LOS F for both stop controlled approaches, with approach v/c ratios above 1.00.A sensitivity analysis SCJ Alliance January 2021 1 Page 32 Meridian Multifamily Traffic Impact Study was done to determine the amount of volume on the new southbound leg of Wells Avenue that would result LOS F conditions for the stop control approaches.This analysis indicates that as soon as the 4th approach is constructed the stop-control approaches will operate at LOS F.This is due to the inability to safely use the two-way left-turn lane for two-stage left-turns once the 4th approach is in place. 6.7.2 Traffic Signal Warrant Analysis Given the level of service results a traffic signal warrant analysis was completed.The 8-hour, 4-hour, and peak hour warrants were performed.To calculate the 8-hour and 4-hour volume factors daily tube count data on E Overland Road was provided by ACHD, which was collected in February of 2018.The higher minor street volume is the existing northbound approach, which provides a right-turn lane, a space dedicated for a future through lane and a left-turn lane.The MUTCD allows for engineering judgment to be used when dealing with a right-turn volume on a minor street, allowing for the volume to be reduced for the traffic signal warrant analysis.This is typically done in cases where a dedicated right-turn lane is present, and the movement can enter the major roadway with little delay under stop control. Given the high volume of traffic on E Overland Road today it is unclear how much right-turn reduction would be justifiable, but the traffic signal warrants were evaluated with and without a reduction to this volume to understand the sensitivity of the intersection to a volume reduction. With no volume reduction the intersection meets all three volume warrants. If 50%of the northbound right-turn volume were discounted,the 8-hour warrant would still be met but the 4-hour and peak hour warrants would not be met. Given that the 8-hour warrant would be met even with a 50% reduction to the volume and the existing traffic volumes on E Overland Road may not justify any reduction, we consider the intersection to be meeting traffic signal warrants for the projected 2022 opening year without the WinCo Foods traffic volumes.The traffic signal warrant analysis worksheets are provided in Appendix E. SG Alliance January 2021 1 Page 33 Meridian Multifamily Traffic Impact Study 7 Site Access and Internal Site Circulation The Meridian Multifamily project is proposing to have two full access driveways to the public roadway system.The extension of S Wells Avenue will provide access to these two driveways.The preliminary site plan for the project is provided in Figure 2. The south site driveway on S Wells Avenue will be the primary access to the development, will be located across from the proposed E Cinema Drive extension, and is expected to serve the majority the project traffic.The northern site driveway will be north of the main WinCo Foods accesses, near the truck delivery access, and will provide more direct access to the northern portion of the site. 7.1 Driveway Spacing and Sight Distance 7.1.1 Driveway Spacing The proposed Meridian Multifamily project will provide two site driveways on the extension of S Wells Avenue. Both driveways will be located across from proposed driveways for the WinCo Foods grocery store.The location the WinCo Foods and Meridian Multifamily driveways are provided on Figure 12. As part of the WinCo Foods project S Wells Avenue will be extended to the north up to 1-84.This extension of S Wells Avenue will be classified as a 3-lane Commercial Road. Based on section 7208 of the ACHD Policy Manual Commercial Roads have driveway spacing requirements of: "a minimum of 75 feet(measured centerline to centerline)from the nearest local intersection, and 150- feet from the nearest collector/arterial or arterial street intersection." As shown on Figure 12, the driveways will all provide more than 300 feet of spacing to other driveways or roadways, meeting the Commercial Road driveway spacing standard. SO Alliance January 2021 1 Page 34 Sq R A R4 A �r rs�, �r•si 11 !i r a MAJOR A F 85,ODD S.F. SINGLE STORY IIr v v D � I •! f r ri 1 II o - I I , ' i � y 9 CINEMA DR I I LU c I VACANT LAND 7 IT 7— 111 Ell e �. . y E OVERLAND RD ———— —— — Meridian Multifamily Figure 12 Wella Avenue Driveway Spacing SCJ ALLIANCE Meridian,Idaho E„61NEEq,,,G AND-ANN,HG—— Traffic Impact Study Meridian Multifamily Traffic Impact Study 7.1.2 Driveway Sight Distance Currently the portion of S Wells Avenue along the proposed Meridian Multifamily property is not constructed.The existing terrain is flat, and the roadway extension is proposed as a straight three-lane commercial road. S Wells Avenue will end at the northern edge of the site, which will limit the travel speeds. With flat terrain and over 300 feet of spacing between driveways, it is expected that each driveway will have adequate sight distance. At the time of construction, the driveway sight distance will be verified to ensure that vegetation and signage do not inhibit the sight distance. 7.2 Driveway Turn Lane Warrants Section 7100 of the ACHD Policy Manual guidance on performing left-turn lane and right-turn lane warrants.This guidance was used to evaluate turn lane warrants at each proposed site driveway. 7.2.1 Left-turn lane warrants For left-turn lanes the Policy Manual provides a left-turn lane warrant volume graph.This graph identifies that left-turn lanes are not warranted when there are less than 10 vehicles. Since S Wells Avenue does not extend north of the site,for each proposed site driveway there are zero left-turn trips assumed.Therefore, no left-turn lanes are warranted for the proposed Meridian Multifamily driveways. 7.2.2 Right-turn lane warrants The ACHD Policy Manual also provides a right-turn warrant volume graph. Both driveways were evaluated for the proposed 2022 opening year volumes. Based on the low volume of traffic projected for S Wells Avenue, neither driveway meets the warrants for a right-turn lane.The right-turn lane warrant is included in Appendix E. 7.3 Internal Circulation As shown on Figure 2,the project site will provide an internal roadway system that allows vehicles to circulate throughout the development. A third driveway, located on E Overland Road,will be constructed on the east side of the development and will be accessible only for emergency vehicles. This emergency driveway will provide access to the site from a 2nd roadway, so that in the event access to S Wells Avenue is not available emergency vehicles will still have the means of accessing the site. SO Alliance January 2021 1 Page 36 Meridian Multifamily Traffic Impact Study 8 Summary At full occupancy and operation, the project is estimated to generate approximately 130 new-to- network trip ends during the AM peak hour, and 158 new-to-network trip ends during the PM peak hour. The development will be accessed by two full access driveways located on an extension of S Wells Avenue. The proposed extension of S Wells Avenue is included as part of the proposed WinCo Foods development immediately west of the project site. An emergency access driveway is proposed on E Overland Road at the east end of the site. 8.1 Operational Results Roadway and intersection analysis of the study area was conducted for the existing conditions and projected conditions for the 2022 opening year of the project. Based on the level of service standards established by ACHD,there are some projected deficiencies in the 2022 horizon year. E Overland Road/S Eagle Road This intersection currently operates with a v/c ratio of 1.00 during the PM peak hour,which increases to above 1.00 in the 2022 horizon year with and without the project. Additionally,the intersection is projected to operate with a v/c ratio over 1.00 for the eastbound left-turn lane group during both peak periods and the northbound through/northbound right-turn lane group in the PM peak hour with and without the project.ACHD has a planned improvement to address these deficiencies in the 2031-2035 horizon. In the interim, this intersection was evaluated to determine what improvements would result in the intersection and all lane groups operating with a v/c ratio below 1.00. It was determined that retiming the traffic signal in the projected 2022 horizon with project would, for both peak periods, improve the intersection and all lane groups to a v/c ratio below 1.00. The suggested signal timing change should accommodate the existing coordination of the corridor.The analysis results and traffic signal timings are included in Appendix D. The proposed Meridian Multifamily project will represent less than 10%for the intersection and each of the lane groups. 1-84 WB Ramps/S Eagle Road This intersection is projected to operate with an overall v/c ratio over 1.00 for all scenarios during the PM peak hour. Additionally, by the 2022 horizon with project the northbound left-turn and southbound right-turn lane groups are projected to exceed 1.00 during the PM peak hour. ACHD does not have an improvement identified at this location. Intersection improvements were evaluated at this intersection to bring the overall v/c ratio and each lane group v/c ration below 1.00 for the 2022 with project horizon.The following package of improvements is projected to reduce all the v/c ratios below the 1.00 standard: • Restripe the west southbound through lane to be a shared through-right lane, providing a second southbound right-turn lane for vehicles turning onto 1-84.This would require providing a short 2"d on-ramp lane that would merge with the existing on-ramp lane. • Construct a second northbound left-turn lane pocket. SG Alliance January 2021 1 Page 37 Meridian Multifamily Traffic Impact Study • Construct a third northbound through lane.This would require the existing westbound curbside right-turn lane to merge with the third northbound S Eagle Road lane rather than have the lane be added as part of the right-turn movement. However, since the westbound right-turn movement is currently prohibited from making a right turn on red,this should not affect the operation of that movement. The proposed Meridian Multifamily project will represent less than 10%for each of the lane groups and the overall intersection Traffic Signal Warrant Analysis at S Wells Ave/S Eagle Road A WinCo Foods grocery store is planned to be constructed adjacent to the proposed Meridian Multifamily project. As part of that project an extension of S Wells Avenue and traffic signal control at the S Wells Avenue/E Overland Road intersection will be constructed.The WinCo Foods project and these mitigation improvements were assumed in the background for this analysis. However, in the event that the Meridian Multifamily project is constructed before the WinCo Foods,the planned traffic signal at S Wells Avenue/E Overland Road may not be needed or warranted.An additional analysis scenario was developed and evaluated for the 2022 opening year horizon that did not include the WinCo Foods. Under existing stop control the S Wells Avenue/E Overland Road intersection is projected to operate at LOS F for delay, with v/c ratios over 1.00 for both stop-controlled approaches.Traffic signal warrants were prepared for the 8-hour, 4-hour, and peak hour, with the intersection meeting all three warrants for the northbound approach. 8.2 Mitigation S Wells Avenue Extension and S Wells Avenue/E Overland Road Traffic Signal In the event that the proposed Meridian Multifamily project is constructed prior to the adjacent planned WinCo Foods, the project will construct the S Wells Avenue extension and the traffic signal improvements at the S Wells Avenue. E Overland Road intersection. Payment of Traffic Impact Fees ACHD has a traffic impact fee program based on its Capital Improvements Plan (2020), which includes two projects in the study area: • E Overland Road: S Locust Grove Rd to Eagle Rd—Widen from five lanes to seven lanes • S Eagle Road/E Overland Road Intersection—Replace/modify signal. Reconstruct/widen approaches. No change to north leg approach. The Meridian Multifamily project will pay traffic impact fees as assessed by ACHD, which will contribute to these local improvements. SG Alliance January 2021 1 Page 38 Appendix A Traffic Count Data 1301(9wha id St,Ste 2UU 33oiae, 7dal4o 837U9 208-387-614U Operator: D White & B Gaskell File Name : Eagle & 184 WB Ramps AM Weather: Clear, 60 Degrees Site Code : 00000000 Start Date : 9/1/2020 Page No : 1 Groups Printed-Unshifted-Bank 1 Eagle from Franklin 184 WB from Five Mile Eagle from Overland 184 WB to Meridian From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 07:00 0 231 151 59 0 152 80 294 0 0 0 0 967 07:15 0 257 128 80 0 188 93 362 0 0 0 0 1108 07:30 0 320 173 101 0 179 64 400 0 0 0 0 1237 07:45 0 289 134 120 0 251 81 347 0 0 0 0 1222 Total 0 1097 586 360 0 770 318 1403 0 0 0 0 4534 08:00 0 305 169 85 2 194 54 353 0 0 0 0 1162 08:15 0 269 122 95 0 206 56 360 0 0 0 0 1108 08:30 0 319 147 115 0 184 54 341 0 0 0 0 1160 08:45 0 289 124 91 0 178 55 389 0 0 0 0 1126 Total 0 1182 562 386 2 762 219 1443 0 0 0 0 4556 Grand Total 0 2279 1148 746 2 1532 537 2846 0 0 0 0 9090 Apprch% 0 66.5 33.5 32.7 0.1 67.2 15.9 84.1 0 0 0 0 Total% 0 25.1 12.6 8.2 0 16.9 5.9 31.3 0 0 0 0 Unshifted 0 2279 1148 746 2 1532 537 2846 0 0 0 0 9090 %Unshifted 0 100 100 100 100 100 100 100 0 0 0 0 100 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 Eagle from Franklin Out In Total 4378 3427 7805 0 0 0 4378 7 11481 2279 0 01 0 0 1148 2279 0 Right Thru Left Cc0o00 co co 0-co North —n w ii NONW00 O CDo 9/1/2020 07:00o- 9/1/2020 08:45 4— 00 00 T �y non 000L Unshifted CD c0 Bank 1 ;--�A A N N 0 —O" LC ♦ W O a1 N N,.,� O O O T r Left Thru Right 537 2846 0 0 0 0 537 2846 0 3025 3383 6408 Out In Total 1301(9wha id St,Ste 2UU 33oim, 7dal4o 837U9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & 184 WB Ramps AM Weather: Clear, 60 Degrees Site Code : 00000000 Start Date : 9/1/2020 Page No : 2 Eagle from Franklin 184 WB from Five Mile Eagle from Overland 184 WB to Meridian From North From East From South From West Start Time I Left I Thru Right App.Total Left Thru Right App.Total Left I 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 0 257 128 385 80 0 188 268 93 362 0 455 0 0 0 0 1108 7:30:00 AM 0 320 173 493 101 0 179 280 64 400 0 464 0 0 0 0 1237 7:45:00 AM 0 289 134 423 120 0 251 371 81 347 0 428 0 0 0 0 1222 8:00:00 AM 0 305 169 474 85 2 194 281 54 353 0 407 0 0 0 0 1162 Total Volume 0 1171 604 1775 386 2 812 1200 292 1462 0 1754 0 0 0 0 4729 %App.Total 0 66 34 32.2 0.2 67.7 16.6 83.4 0 0 0 0 PHF .000 .915 .873 .900 .804 .250 .809 .809 .785 .914 .000 .945 .000 .000 .000 .000 .956 Eagle from Franklin Out In Total 2274 1775 4049 604 1171 0 Right Thru Left Peak Hour Data -a� 1 �O N A North o c� � W gE O o— F� Peak Hour Begins at 07:1 �� No B o [3 N O -n w O Unshifted `m -01 i Bank 1 —CD _�i 0. N O _. O N 11 O— +1 T F+ Left Thru Ri ht 292 1462 0 1557 1754 3311 Out In Total 1301(9wha id St,Ste 2UU 33oiae, 7dal4o 837U9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & 184 EB Ramps AM Weather: Clear, 55 Degrees Site Code : 00000000 Start Date : 9/3/2020 Page No : 1 Groups Printed-Unshifted-Bank 1 Eagle from Franklin 184 EB to Five Mile Eagle from Overland 184 EB from Meridian From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 07:00 0 143 165 0 0 0 0 176 134 232 0 94 944 07:15 0 161 178 0 0 0 0 183 154 284 0 83 1043 07:30 0 185 183 0 0 0 0 213 218 260 0 89 1148 07:45 0 259 169 0 0 0 0 220 236 253 0 97 1234 Total 0 748 695 0 0 0 0 792 742 1029 0 363 4369 08:00 0 195 172 0 0 0 0 192 168 209 0 83 1019 08:15 0 181 194 0 0 0 0 215 161 218 0 102 1071 08:30 0 201 165 0 0 0 0 198 152 223 0 97 1036 08:45 0 229 146 0 0 0 0 206 150 250 0 115 1096 Total 0 806 677 0 0 0 0 811 631 900 0 397 4222 Grand Total 0 1554 1372 0 0 0 0 1603 1373 1929 0 760 8591 Apprch% 0 53.1 46.9 0 0 0 0 53.9 46.1 71.7 0 28.3 Total% 0 18.1 16 0 0 0 0 18.7 16 22.5 0 8.8 Unshifted 0 1554 1372 0 0 0 0 1603 1373 1929 0 760 8591 %Unshifted 0 100 100 0 0 0 0 100 100 100 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 Eagle from Franklin Out In Total 3532 2926 6458 0 0 0 3532 4 1372 1554 0 0 0 0 1372 1554 0 Right Thru Left c' wO 00 o v v m o rn 1 co _ _j North s wow a o0o m 2 WOD 000 9/3/2020 07:00 p° o r� 9/3/2020 08:45 �� - ~ � 000 000 Lll N O N coo o coo r Unshifted � m 00 M �°� Bank 1 �� o O� o0o w w,� wows T r Left Thru Right 0 1603 1373 0 0 0 0 1603 1373 2314 29706 [ 90 2314 2976 5290 Out In Total 1301(9whavd St,Ste 2UU 33oiae, 7dal4o 837U9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & 184 EB Ramps AM Weather: Clear, 55 Degrees Site Code : 00000000 Start Date : 9/3/2020 Page No : 2 Eagle from Franklin 184 EB to Five Mile Eagle from Overland 184 EB from Meridian From North From East From South From West Start Time Left I Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru LRight 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 7:30:00 AM 7:30:00 AM 0 185 183 368 0 0 0 0 0 213 218 431 260 0 89 349 1148 7:45:00 AM 0 259 169 428 0 0 0 0 0 220 236 456 253 0 97 350 1234 8:00:00 AM 0 195 172 367 0 0 0 0 0 192 168 360 209 0 83 292 1019 8:15:00 AM 0 181 194 375 0 0 0 0 0 215 161 376 218 0 102 320 1071 Total Volume 0 820 718 1538 0 0 0 0 0 840 783 1623 940 0 371 1311 4472 %App.Total 0 53.3 46.7 0 0 0 0 51.8 48.2 717 0 28.3 PHF .000 .792 .925 .898 .000 .000 .000 .000 .000 .955 .829 .890 .964 .000 .909 .936 .906 Eagle from Franklin Out In Total 1 7-8-01 1538 3318 718 820 0 Right Thru Left Peak Hour Data N o O C N O V� _ °'-j North s w a � m 2 o CEO o c F� Peak Hour Begins at 07:3 �� °t 0 0 w n Unshifted CD co co Bank 1 �� o au m w— +1 T F+ Left Thru Ri ht 0 840 783 11-9 il 1623 2814 0 ut In Total 1301(9wha id St,Ste 2CC 33oiae, 7dal4o 837C9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & Overland AM Weather: P Cloudy, 40 Degrees Site Code : 00000000 Start Date : 10/15/2020 Page No : 1 Groups Printed-Unshifted-Bank 1 Eagle from 184 Overland from Cloverdale Eagle from Victory Overland from Locust Grove From North From East From South From West Start Time Left Thru I Right LeftT Thru I Right Left I Thru I Right Left Thru Right Int.Total 07:00 66 77 67 9 77 92 25 190 5 76 73 18 775 07:15 55 98 64 5 107 72 66 209 6 97 115 16 910 07:30 76 115 63 21 80 105 41 246 5 104 125 26 1007 07:45 98 141 73 12 91 116 33 243 3 138 173 41 1162 Total 295 431 267 47 355 385 165 888 19 415 486 101 3854 08:00 104 175 62 14 68 100 15 182 3 98 136 19 976 08:15 90 143 70 16 78 79 16 191 13 101 104 27 928 08:30 84 164 82 10 81 84 30 195 9 69 98 21 927 08:45 92 164 88 20 84 84 16 187 12 90 123 37 997 Total 370 646 302 60 311 347 77 755 37 358 461 104 3828 Grand Total 665 1077 569 107 666 732 242 1643 56 773 947 205 7682 Apprch% 28.8 46.6 24.6 7.1 44.3 48.6 12.5 84.6 2.9 40.2 49.2 10.6 Total% 8.7 14 7.4 1.4 8.7 9.5 3.2 21.4 0.7 10.1 12.3 2.7 Unshifted 665 1077 569 107 666 732 242 1643 56 773 947 205 7682 %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 Eagle from 184 Out In Total 3148 2311 5459 0 0 0 3148545 5691 1077 665 01 0 0 569 1077 665 Right Thru Left —N O N O p ? 0 0 Cl) co nOrl_ North '�n'-4 -4 a°'oo W W 7 U I n 0� N O N d - c rn rn o 10/15/2020 07:00 _o E- rn rn r� 10/15/2020 08:45 ��MCY) rn o o z 9 o ~ c rnoo) cnocn 0 � o 0 o � L Unshifted mom O N N.- Bank1 -CD 7P i o_o- O m wows- T r Left Thru Right 242 1643 56 0 0 0 242 1643 56 1389 941 [3330 1389 1941 3330 Out In Total 1301(9whavd St,Ste 2UU 33oiae, 7dal4o 837U9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & Overland AM Weather: P Cloudy, 40 Degrees Site Code : 00000000 Start Date : 10/15/2020 Page No : 2 Eagle from 184 Overland from Cloverdale Eagle from Victory Overland from Locust Grove From North From East From South From West Start Time Left I 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 7:30:00 AM 7:30:00 AM 76 115 63 254 21 80 105 206 41 246 5 292 104 125 26 255 1007 7:45:00 AM 98 141 73 312 12 91 116 219 33 243 3 279 138 173 41 352 1162 8:00:00 AM 104 175 62 341 14 68 100 182 15 182 3 200 98 136 19 253 976 8:15:00 AM 90 143 70 303 16 78 79 173 16 191 13 220 101 104 27 232 928 Total Volume 368 574 268 1210 63 317 400 780 105 862 24 991 441 538 113 1092 4073 %App.Total 30.4 47.4 22.1 8.0 .8 1 40.6 51.3 10.6 87 2.4 40.4 49.3 10.3 F .885 87 PH .820 .918 .8 .7571 .862 .890 .640 .876 .462 .848 .799 .777 .689 .776 1 .876 Eagle from 184 Out In Total 1 7-0-31 1210 2913 268 574 368 Right Thru Left Peak Hour Data N O p r _ 00 } Z1 ~� J North o ~� -o CL U ]CN4O eD o c F� Peak Hour Begins at 07:3 +— o 3 J t7 -o o co;= Unshifted m 5� ��6_' 1 Bank l �—CD o m >O w a_ O +1 T F+ Left rhruR',10575041 Out In Total L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: SCJA0002 File Name : Overland Rd &Wells Ave Intersection: Overland Rd /Wells Ave Site Code : 00000000 City, State: Meridian, Idaho Start Date : 10/29/2020 Control: Stop Sign Page No : 1 Groups Printed-General Traffic-3+Axle Heavy Trucks Overland Road Wells Avenue Overland Road From East From South From West Start Time Thru Left Peds A .Total Ri ht Left Peds App.Total Right Thru Peds App.Total Int.Total 07:00 AM 130 10 0 140 11 5 0 16 7 164 0 171 327 07:15 AM 164 17 0 181 11 10 0 21 14 197 0 211 413 07:30 AM 188 29 0 217 16 5 0 21 14 292 0 306 544 07:45 AM 156 39 0 195 14 18 0 32 30 253 0 283 510 Total 638 95 0 733 52 38 0 90 65 906 0 971 1794 08:00 AM 127 28 0 155 14 9 0 23 7 217 0 224 402 08:15 AM 140 18 0 158 18 12 0 30 8 203 0 211 399 08:30 AM 144 27 0 171 16 9 2 27 5 176 0 181 379 08:45 AM 160 43 0 203 20 8 1 29 13 200 0 213 445 Total 571 116 0 687 68 38 3 109 33 796 0 829 1625 04:00 PM 305 24 0 329 29 12 0 41 9 218 0 227 597 04:15 PM 276 24 0 300 8 4 0 12 9 219 0 228 540 04:30 PM 302 21 0 323 30 11 0 41 13 224 0 237 601 04:45 PM 326 21 0 347 17 13 0 30 14 207 0 221 598 Total 1209 90 0 1299 84 40 0 124 45 868 0 913 2336 05:00 PM 290 23 0 313 39 13 1 53 15 262 0 277 643 05:15 PM 320 29 0 349 12 15 0 27 11 203 0 214 590 05:30 PM 310 12 0 322 21 11 0 32 19 205 0 224 578 05:45 PM 293 23 0 316 12 7 0 19 14 195 0 209 544 Total 1213 87 0 1300 84 46 1 131 59 865 0 924 2355 Grand Total 3631 388 0 4019 288 162 4 454 202 3435 0 3637 8110 Apprch% 90.3 9.7 0 63.4 35.7 0.9 5.6 94.4 0 Total% 44.8 4.8 0 49.6 3.6 2 0 5.6 2.5 42.4 0 44.8 General Traffic 3631 385 0 4016 288 162 4 454 202 3435 0 3637 8107 %General Traffic 100 99.2 0 99.9 100 100 100 100 100 100 0 100 100 3+Axle Heavy Trucks 0 3 0 3 0 0 0 0 0 0 0 0 3 %3+Axle Heavy Trucks 0 0.8 0 0.1 0 0 0 0 0 0 0 0 0 L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: SCJA0002 File Name : Overland Rd &Wells Ave Intersection: Overland Rd /Wells Ave Site Code : 00000000 City, State: Meridian, Idaho Start Date : 10/29/2020 Control: Stop Sign Page No : 3 Overland Road Wells Avenue Overland Road From East From South From West Start Time Thru Left I Peds App.Total Right Left Peds App.Total Right I 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 164 17 0 181 11 10 0 21 14 197 0 211 413 07:30 AM 188 29 0 217 16 5 0 21 14 292 0 306 544 07:45 AM 156 39 0 195 14 18 0 32 30 253 0 283 510 08:00 AM 127 28 0 155 14 9 0 23 7 217 0 224 402 Total Volume 635 113 0 748 55 42 0 97 65 959 0 1024 1869 %App.Total 84.9 15.1 0 56.7 43.3 0 6.3 93.7 0 PHF .844 .724 .000 .862 .859 .583 .000 .758 .542 .821 .000 .837 .859 General Traffic 635 112 0 747 55 42 0 97 65 959 0 1024 1868 %General Traffic 100 99.1 0 99.9 100 100 0 100 100 100 0 100 99.9 3+Axle Heavy Trucks 0 1 0 1 0 0 0 0 0 0 0 0 1 %3+Axle Heavy Trucks 0 0.9 0 0.1 0 0 0 0 0 0 0 0 0.1 Peak Hour Data �o�o On n o F rnorn 7 o oC °� inF� North �� W CO A o a T 0 cn 0 cn < o o m 0 m r Peak Hour Begins at 07:15 A m i F CD General Traffic �x ^� 00—�4 O11 Y o CD 0 0 3+Axle HeavyTrucks a a) CL 1 Oco �° o_ N o00 �0 N Left Right Peds 42 55 0 0 0 0 42 55 0 178 907 12275 Out In Total 1301(9wha id St,Ste 2UU 33oiae, 7dal4o 837U9 208-387-614U Operator: D White & B Gaskell File Name : Eagle & 184 WB Ramps PM Weather: Clear, 92 Degrees Site Code : 00000000 Start Date : 8/27/2020 Page No : 1 Groups Printed-Unshifted-Bank 1 Eagle from Franklin 184 WB from Five Mile Eagle from Overland 184 WB to Meridian From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 16:00 0 374 273 171 0 274 69 310 0 0 0 0 1471 16:15 0 384 250 154 0 293 68 372 0 0 0 0 1521 16:30 0 346 264 130 0 269 72 306 0 0 0 0 1387 16:45 0 365 251 152 0 256 80 331 0 0 0 0 1435 Total 0 1469 1038 607 0 1092 289 1319 0 0 0 0 5814 17:00 0 453 261 128 0 260 62 300 0 0 0 0 1464 17:15 0 405 246 125 0 230 86 347 0 0 0 0 1439 17:30 0 389 272 97 0 185 89 367 0 0 0 0 1399 17:45 0 321 247 135 0 174 76 280 0 0 0 0 1233 Total 0 1568 1026 485 0 849 313 1294 0 0 0 0 5535 Grand Total 0 3037 2064 1092 0 1941 602 2613 0 0 0 0 11349 Apprch% 0 59.5 40.5 36 0 64 18.7 81.3 0 0 0 0 Total% 0 26.8 18.2 9.6 0 17.1 5.3 23 0 0 0 0 Unshifted 0 3037 2064 1092 0 1941 602 2613 0 0 0 0 11349 %Unshifted 0 100 100 100 0 100 100 100 0 0 0 0 100 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 Eagle from Franklin Out In Total 4554 5101 9655 0 0 0 4554 2064 3037 0 0 0 0 2064 3037 0 Right Thru Left 0'D 10 C� to OOO� * �O C a North aoa ii] W0 0 0 8/27/2020 16:00r� 8127/2020 17:45 —° CO ~ C 0 0 o S T ".- 000 Unshifted � m�� °� Bank1 �xcoo coo U5;cD o—O NON 0 T r Left Thru Right 602 2613 0 0 0 0 602 2613 0 4129 3215 7344 Out In Total 1301(9wha id St,Ste 2UU 33oim, 7dal4o 837U9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & 184 WB Ramps PM Weather: Clear, 92 Degrees Site Code : 00000000 Start Date : 8/27/2020 Page No : 2 Eagle from Franklin 184 WB from Five Mile Eagle from Overland 184 WB to Meridian From North From East From South From West Start Time I Left I Thru Right App.Total Left Thru Right App.Total Left I 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 4:00:00 PM 4:00:00 PM 0 374 273 647 171 0 274 445 69 310 0 379 0 0 0 0 1471 4:15:00 PM 0 384 250 634 154 0 293 447 68 372 0 440 0 0 0 0 1521 4:30:00 PM 0 346 264 610 130 0 269 399 72 306 0 378 0 0 0 0 1387 4:45:00 PM 0 365 251 616 152 0 256 408 80 331 0 411 0 0 0 0 1435 Total Volume 0 1469 1038 2507 607 0 1092 1699 289 1319 0 1608 0 0 0 0 5814 %App.Total 0 58.6 41.4 35.7 0 64.3 18 82 0 0 0 0 PHF 1 .000 .956 .951 .969 .887 .000 .932 .950 .903 .886 .000 .914 .000 .000 .000 .000 r .956 Eagle from Franklin Out In Total 2411 2507 4918 1038 1469 0 Right Thru Left Peak Hour Data M North N .1 o W c o 2 1 o— F� Peak Hour Begins at 16:0 �� =3 m o m m o Unshifted `m 05M Bank �xo O— -4 (om fD co— +1 T F+ Left Thru Ri ht i9]: 3684 Out In Total 1301(9wha id St,Ste 2UU 33oiae, 7dal4o 837U9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & 184 EB Ramps PM Weather: Clear, 85 Degrees Site Code : 00000000 Start Date : 9/2/2020 Page No : 1 Groups Printed-Unshifted-Bank 1 Eagle from Franklin 184 EB to Five Mile Eagle from Overland 184 EB from Meridian From North From East From South From West Start Time Left Thru Ri ht Left Thru Right Left Thru Right Left Thru Right Int.Total 16:00 0 362 187 0 0 0 0 230 164 160 0 110 1213 16:15 0 377 182 0 0 0 0 207 107 160 0 106 1139 16:30 0 334 209 0 0 0 0 221 143 179 0 106 1192 16:45 0 328 185 0 0 0 0 217 118 178 0 115 1141 Total 0 1401 763 0 0 0 0 875 532 677 0 437 4685 17:00 0 343 231 0 0 0 0 238 155 195 0 118 1280 17:15 0 350 233 0 0 0 0 228 134 165 0 135 1245 17:30 0 322 172 0 0 0 0 235 164 161 0 112 1166 17:45 0 289 159 0 0 0 0 209 124 168 0 148 1097 Total 0 1304 795 0 0 0 0 910 577 689 0 513 4788 Grand Total 0 2705 1558 0 0 0 0 1785 1109 1366 0 950 9473 Apprch% 0 63.5 36.5 0 0 0 0 61.7 38.3 59 0 41 Total% 0 28.6 16.4 0 0 0 0 18.8 11.7 14.4 0 10 Unshifted 0 2705 1558 0 0 0 0 1785 1109 1366 0 950 9473 %Unshifted 0 100 100 0 0 0 0 100 100 100 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 Eagle from Franklin Out In Total 3151 4263 7414 0 0 0 3151 7414 1558 2705 0 0 0 0 1558 2705 0 Right Tju Left tenon o CC) °� 1 O c�M M (0 0(0 coo�� T 'Z—J. O 0.�+co -° M (n J North s 1:: o0o m (0 m0 00 9/2/2020 16:00 04 N r� 9/2/2020 17:45 �? 30 ~ � 000 w m o m �o N L Unshifted � m v� rn�� 1 Bank 1 �7 coO" O COo0 o m (OOom° T r Left Thru Right 0 1785 1109 0 0 0 0 1785 1109 3655 2894 M6549 Out In Total 1301(9whavd St,Ste 2UU 33oiae, 7dal4o 837U9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & 184 EB Ramps PM Weather: Clear, 85 Degrees Site Code : 00000000 Start Date : 9/2/2020 Page No : 2 Eagle from Franklin 184 EB to Five Mile Eagle from Overland 184 EB from Meridian From North From East From South From West Start Time Left I Thru Right App.Total Left Thru Right App.Total Left Thru Right App.Total Left Thru LRight 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 0 334 209 543 0 0 0 0 0 221 143 364 179 0 106 285 1192 4:45:00 PM 0 328 185 513 0 0 0 0 0 217 118 335 178 0 115 293 1141 5:00:00 PM 0 343 231 574 0 0 0 0 0 238 155 393 195 0 118 313 1280 5:15:00 PM 0 350 233 583 0 0 0 0 0 228 134 362 165 0 135 300 1245 Total Volume 0 1355 858 2213 0 0 0 0 0 904 550 1454 717 0 474 1191 4858 %App.Total 0 61.2 38.8 0 0 0 0 62.2 37.8 60.2 0 39.8 PHF .000 .968 .921 .949 1 .000 .000 .000 .000 .000 .950 .887 .925 .919 .000 .878 .951 1 .949 Eagle from Franklin Out In Total 1 6-2-11 2213 3834 858 1355 0 Right Thru Left Peak Hour Data -a0 004 o �O ) North s o a (D o m 2 rn o CEO o c F� Peak Hour Begins at 16:3 �� °t 0 0 ww r-- Unshifted v CD Bank 1 �� a0 DD O o cn om cn m o— +1 T F+ Left rhruR',01829 83 Out In Total 1301(9wha id St,Ste 2CC 33oiae, 7dal4o 837C9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & Overland PM Weather: Clear, 75 Degrees Site Code : 00000000 Start Date : 10/15/2020 Page No : 1 Groups Printed-Unshifted-Bank 1 Eagle from 184 Overland from Cloverdale Eagle from Victory Overland from Locust From North From East From South Grove From West Start Time Left Thru Right U Turns Left Thru Right U Turns Left Thru Right Left Thru Right Int.Total 16:00 95 200 112 1 48 191 103 1 28 147 15 97 151 51 1240 16:15 100 229 105 0 42 137 94 0 43 188 21 83 141 37 1220 16:30 125 207 97 0 37 197 109 0 32 189 13 95 145 42 1288 16:45 110 234 108 0 41 156 105 0 43 192 12 102 114 24 1241 Total 430 870 422 1 168 681 411 1 146 716 61 377 551 154 4989 17:00 116 256 93 0 47 181 126 0 39 192 20 118 129 31 1348 17:15 102 236 119 0 34 191 109 0 44 163 16 106 163 39 1322 17:30 96 269 119 0 38 177 121 0 57 204 8 101 85 36 1311 17:45 85 219 107 1 34 171 80 0 41 146 12 92 127 42 1157 Total 399 980 438 1 153 720 436 0 181 705 56 417 504 148 5138 Grand Total 829 1850 860 2 321 1401 847 1 327 1421 117 794 1055 302 10127 Apprch% 23.4 52.2 24.3 0.1 12.5 54.5 33 0 17.5 76.2 6.3 36.9 49 14 Total% 8.2 18.3 8.5 0 3.2 13.8 8.4 0 3.2 14 1.2 7.8 10.4 3 Unshifted 829 1850 860 2 321 1401 847 1 327 1421 117 794 1055 302 10127 %Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Eagle from 184 Out In Total 33539 6601 0 0 1 _Er 860 1850 829 0 0 0 0 860 1850 829 2 Right Thru Left U �J I1 L+ Turns > Cl)0 M .OD p 0 n n O N N Q 7 V 0 7 �A 0 A IO O C R ; r North m a LO O LO ` 10/15/2020 16:00 o E N N O O 10,15/2020 17:45 o �~ r coom n m w w ao o eo o o t Unshifted �x o m5� M M °� Bank A ACID NO N N C V7 .0 N > C -4 V 9 O000-(D +-i T F+ Left Thru Ri ht 327 1421 117 0 0 0 327 1421 117 L-f 8 5 [ 2473 1865 4338 247338 Out In Total 1301(9wha id St,Ste 2CC 33oiae, 7dal4o 837C9 208-387-614C Operator: D White & B Gaskell File Name : Eagle & Overland PM Weather: Clear, 75 Degrees Site Code : 00000000 Start Date : 10/15/2020 Page No : 2 Eagle from 184 Overland from Cloverdale Eagle from Victory Overland from Locust From North From East From South Grove From West Start Time Left Thru Rig t uTvoa w Total Left Thru Right 11T— w Total Left Thru Right w Total Left Thru Right w Total Int.Total PP g PP PP g PP Peak How 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 110 234 108 0 452 41 156 105 0 302 43 192 12 247 102 114 24 240 1241 5:00:00 PM 116 256 93 0 465 47 181 - 0 - 39 192 20 251 118 129 31 278 1348 5:15:00 PM 102 236 119 0 457 34 191 109 0 334 44 163 16 223 106 163 39 308 1322 5:30:00 PM 96 269 119 0 484 38 177 121 0 336 57 204 8 269 101 85 36 222 1311 Total Volume 424 995 439 0 1858 160 705 461 0 1326 183 751 56 990 427 491 130 1048 5222 %App.Total 22.8 53.6 23.6 0 12.1 53.2 34.8 0 18.5 75.9 5.7 40.7 46.9 12.4 PHF .914 .925 .922 .000 .960 .851 .923 .915 .000 .936 .803 .920 .700 .920 .905 .753 .833 .851 .968 Eagle from 184 Out In Total 1639 1858 3497 439 995 424 0 :Right Thru Left U 1 ► Turns Peak Hour Data 1 —. > Cc M —(� ? wo 0 (9 N o-- 0?� .� w -j North 3 O V ~� O C E c v Peak Hour Begins at 16:4 N o ~ rn n o Cl); Unshifted o M Bank 1 ro fD a`7 O c ��m > C -4 O 3 o —� +-1 T F+ Left Thru Ri ht 183 751 56 1285 990 2275 Out In Total L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: SCJA0002 File Name : Overland Rd &Wells Ave Intersection: Overland Rd /Wells Ave Site Code : 00000000 City, State: Meridian, Idaho Start Date : 10/29/2020 Control: Stop Sign Page No : 1 Groups Printed-General Traffic-3+Axle Heavy Trucks Overland Road Wells Avenue Overland Road From East From South From West Start Time Thru Left Peds A .Total Ri ht Left Peds App.Total Right Thru Peds App.Total Int.Total 07:00 AM 130 10 0 140 11 5 0 16 7 164 0 171 327 07:15 AM 164 17 0 181 11 10 0 21 14 197 0 211 413 07:30 AM 188 29 0 217 16 5 0 21 14 292 0 306 544 07:45 AM 156 39 0 195 14 18 0 32 30 253 0 283 510 Total 638 95 0 733 52 38 0 90 65 906 0 971 1794 08:00 AM 127 28 0 155 14 9 0 23 7 217 0 224 402 08:15 AM 140 18 0 158 18 12 0 30 8 203 0 211 399 08:30 AM 144 27 0 171 16 9 2 27 5 176 0 181 379 08:45 AM 160 43 0 203 20 8 1 29 13 200 0 213 445 Total 571 116 0 687 68 38 3 109 33 796 0 829 1625 04:00 PM 305 24 0 329 29 12 0 41 9 218 0 227 597 04:15 PM 276 24 0 300 8 4 0 12 9 219 0 228 540 04:30 PM 302 21 0 323 30 11 0 41 13 224 0 237 601 04:45 PM 326 21 0 347 17 13 0 30 14 207 0 221 598 Total 1209 90 0 1299 84 40 0 124 45 868 0 913 2336 05:00 PM 290 23 0 313 39 13 1 53 15 262 0 277 643 05:15 PM 320 29 0 349 12 15 0 27 11 203 0 214 590 05:30 PM 310 12 0 322 21 11 0 32 19 205 0 224 578 05:45 PM 293 23 0 316 12 7 0 19 14 195 0 209 544 Total 1213 87 0 1300 84 46 1 131 59 865 0 924 2355 Grand Total 3631 388 0 4019 288 162 4 454 202 3435 0 3637 8110 Apprch% 90.3 9.7 0 63.4 35.7 0.9 5.6 94.4 0 Total% 44.8 4.8 0 49.6 3.6 2 0 5.6 2.5 42.4 0 44.8 General Traffic 3631 385 0 4016 288 162 4 454 202 3435 0 3637 8107 %General Traffic 100 99.2 0 99.9 100 100 100 100 100 100 0 100 100 3+Axle Heavy Trucks 0 3 0 3 0 0 0 0 0 0 0 0 3 %3+Axle Heavy Trucks 0 0.8 0 0.1 0 0 0 0 0 0 0 0 0 L2 Data Collection L2DataCollection.com Idaho (208)860-7554 Utah (801)413-2993 Study: SCJA0002 File Name : Overland Rd &Wells Ave Intersection: Overland Rd /Wells Ave Site Code : 00000000 City, State: Meridian, Idaho Start Date : 10/29/2020 Control: Stop Sign Page No : 5 Overland Road Wells Avenue Overland Road From East From South From West Start Time Thru Left I Peds APP.Total Right Left 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 302 21 0 323 30 11 0 41 13 224 0 237 601 04:45 PM 326 21 0 347 17 13 0 30 14 207 0 221 598 05:00 PM 290 23 0 313 39 13 1 53 15 262 0 277 643 05:15 PM 320 29 0 349 12 15 0 27 11 203 0 214 590 Total Volume 1238 94 0 1332 98 52 1 151 53 896 0 949 2432 %App.Total 92.9 7.1 0 64.9 34.4 0.7 5.6 94.4 0 PHF .949 .810 .000 .954 .628 .867 .250 .712 .883 .855 .000 .856 .946 General Traffic 1238 93 0 1331 98 52 1 151 53 896 0 949 2431 %General Traffic 100 98.9 0 99.9 100 100 100 100 100 100 0 100 100.0 3+Axle Heavy Trucks 0 1 0 1 0 0 0 0 0 0 0 0 1 %3+Axle Heavy Tracks 0 1.1 0 0.1 0 0 0 0 0 0 0 0 0.0 Peak Hour Data �am co N N co O L� North +-i W W co O A O O N ~ C OD O e0 < o CO O Cl)Lp�l Peak Hour Begins at 04:30 P — General Traffic X o'Ao CD 0 0 3+Axle Heav Trucks a O� n N a �' 000 UA 0 °i Left Right Peds 52 98 1 0 0 0 52 98 1 147 0 151 298 Out In Total Ada County Highway District Page 1 3775 Adams Street Garden City, ID 83714 Site Code:47 Station ID: Overland Rd E-O Locust Grove Rd Latitude:43'35.4160 North Longitude: 116'22.3240 West Start 05-Feb-18 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * 28 35 21 57 28 49 * * * 26 47 01:00 18 14 18 28 20 19 * 19 20 02:00 * 11 21 19 24 14 22 * * 15 22 03:00 * 32 11 40 18 25 18 * * 32 16 04:00 * * 69 22 77 34 69 29 * * 72 28 05:00 * * 212 95 241 75 206 95 * * * 220 88 06:00 * * 719 234 632 226 617 230 * * * 656 230 07:00 * 1433 603 1404 609 1386 579 * * * * * * 1408 597 08:00 * 1212 530 1162 520 1130 505 * * * 1168 518 09:00 * 983 664 982 631 824 642 * * 930 646 10:00 920 688 897 656 * * 908 672 11:00 * * 1092 899 970 873 * * * 1031 886 12:00 PM * * 1024 945 951 9781 * * * * * * * 988 962 01:00 * * 1000 981 950 9081 * * * * * 975 944 02:00 * * 1030 1048 1063 1033 * * * * * 1046 1040 03:00 876 1282 976 1152 940 1156 * * * * * 931 1197 04:00 839 1394 925 1424 902 1448 * * * 889 1422 05:00 764 1447 936 1552 835 1431 * * 845 1477 06:00 606 945 805 1116 717 1014 709 1025 07:00 404 565 492 660 450 640 * * * * 449 622 08:00 280 432 281 531 348 466 * * * * 303 476 09:00 181 279 252 421 208 321 * 214 340 10:00 81 141 100 176 98 1701 * * * * * 93 162 11:00 62 84 54 102 59 91 1 58 92 Lane 4093 6569 14604 13924 13984 13407 4319 2188 0 0 0 0 0 0 13985 13529 Day 10662 28528 27391 6507 0 0 0 27514 AM Peak - - 07:00 11:00 07:00 11:00 07:00 09:00 - - - - - - 07:00 11:00 Vol. 1433 899 1404 873 1386 642 1408 886 PM Peak 15:00 17:00 14:00 17:00 14:00 16:00 - - - 14:00 17:00 Vol. 876 1447 1030 1552 1063 1448 - - 1046 1477 Comb. 10662 28528 27391 6507 0 0 0 27514 Total ADT ADT 27,221 AADT 27,221 Appendix 6 Crash Data Total Crashes: 66 Total Fatalities: 0 Total Units: 148 Total Injuries: 46 Total People: 199 Report Criteria: Intersection Analysis Report Accident If Streetl Isect Distance Direction From Intersection Street2 Lane of Impact Reference Street Accident Date Light Weather Wet/Dry Units Fatalities Injuries Severity Direction Unit Type Action Age Injury Citation fldAccidentYYYY Unit It Person Event Contrib Circ Sex Number Of Injuries 1 EAGLE Rd 48.0000F N 51 184 IC 46 WB On Ramp 11/25/201910:35 Day Cloudy Dry 2 0 0 Property Dmg Report S SUV/Crossover Merging 52 NO Apparent Injury DRIVINGA A A Use designated lane 2019 1 3 Side Swipe Same Improper Lane Change F 0 EAGLE Rd 48.0000F N 51 184 IC 46 WB On Ramp 11/25/201910:35 Day Cloudy Dry 2 0 0 Property Dmg Report S Car Going Straight 38 No Apparent Injury Not Cited 2019 2 3 Side Swipe Same M 0 2 Eagle Rd 300.0000F N 50 184 IC 46 WB On Ramp 9/23/201918:13 Day Clear Dry 2 0 1 Blnjury Accident S Car Going Straight 54 NO Apparent Injury SPEEDA A A Reasonable and prudent-conditions 2019 1 2 Rear-End Speed Too Fast For Conditions F 1 Eagle Rd 300.0000F N 50 184 IC 46 WB On Ramp 9/23/201918:13 Day Clear Dry 2 0 1 Blnjury Accident S Car Stopped in Traffic 26 Suspected Minor Injury 2019 2 2 Rear-End F 1 3 EAGLE Rd 115.0000F S 52 184 IC 46 WB On Ramp 9/6/201911:58 Day Clear Dry 2 0 0 Property Dmg Report S Pickup Turning Left 40 NO Apparent Injury DRIVINGA A A Following too close 2019 1 3 Rear-End ,Following Too Close M 0 EAGLE Rd 115.0000F S 52 184 IC 46 WB On Ramp 9/6/201911:58 Day Clear Dry 2 0 0 Property Dmg Report S Pickup Going Straight 78 No Apparent Injury 2019 2 3 Rear-End M 0 4 EAGLE Rd 175.0000F N 49 184 IC 46 WB On Ramp 8/28/201912:01 Day Clear Dry 4 0 0 Property Dmg Report S Pickup Going Straight 36 NO Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 6 Rear-End Inattention M 0 EAGLE Rd 175.0000F N 149 184 IC 46 WB On Ramp 8/28/201912:01 Day lClear Dry 14 10 0 lProperty Dmg Report S SUV/Crossover Stopped in Traffic 36 1 No Apparent Injury DRIVERS LICENSEA A A Driving without privileges 2019 2 6 Rear-End M 0 EAGLE Rd 175.0000F N 49 184 IC 46 WB On Ramp 8/28/201912:01 Day Clear Dry 4 0 0 Property Dmg Report S SUV/Crossover Stopped in Traffic 27 NO Apparent Injury Not Cited 2019 3 6 Rear-End F 10 EAGLE Rd 175.0000F N 49 184 IC 46 WB On Ramp 8/28/201912:01 Day Clear Dry 4 0 0 Property Dmg Report S Truck-2 Axle/6 Tires Stopped in Traffic 999 No Apparent Injury Not Cited 2019 4 6 Rear-End M 0 5 EAGLE Rd 400.0000F S 50 184 IC 46 WB Off Ramp 8/13/201918:20 Day Clear Dry 3 0 0 Property Dmg Report N SUV/Crossover Going Straight 15 NO Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 3 Rear-End ,Inattention M 0 EAGLE Rd 400.0000 F S 50 184 IC 46 WB Off Ramp 8/13/201918:20 Day Clear Dry 3 0 0 Property Dmg Report N Van-1 to 8 seats Slowing in Traffic 46 No Apparent Injury Not Cited 2019 2 3 Rear-End M 0 EAGLE Rd 400.0000F S 50 184 IC 46 WB Off Ramp 8/13/201918:20 Day Clear Dry 3 0 0 Property Dmg Report N Car Slowing in Traffic 59 NO Apparent Injury Not Cited 2019 3 3 Rear-End M 0 6 EAGLE Rd 70.0000F N 51 184 IC 46 WB Off Ramp 6/28/201920:25 Day Clear Dry 2 0 1 C Injury Accident S Car Going Straight 27 No Apparent Injury DRIVINGA A A Following too close 2019 1 2 Rear-End ,Following Too Close F 1 EAGLE Rd 70.0000F N 51 184 IC 46 WB Off Ramp 6/28/201920:25 Day Clear Dry 2 0 1 C Injury Accident S SUV/Crossover Stopped in Traffic 25 Possible Injury 2019 2 2 Rear-End F 1 7 EAGLE Rd 85.0000F S 51 184 IC 46 WB Off Ramp 5/24/201915:39 Day Cloudy Dry 2 0 2 C Injury Accident N Pickup Going Straight 76 Possible Injury DRIVINGA A A Following too close 2019 1 3 Rear-End Following Too Close F 2 EAGLE Rd 85.0000F S 51 184 IC 46 WB Off Ramp 5/24/201915:39 Day JCloudy Dry 12 10 2 IC Injury Accident N SUV/Crossover Stopped in Traffic 61 1 Possible Injury Not Cited 2019 2 13 Rear-End M 2 8 EAGLE Rd 184 IC 46 WB Off Ramp 52 5/23/201915:46 Day Clear Dry 2 0 1 C Injury Accident N SUV/Crossover Changing Lanes 32 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 4 Rear-End ,Inattention F 11 EAGLE Rd 184 IC 46 WB Off Ramp 52 5/23/201915:46 Day Clear Dry 2 0 1 C Injury Accident N SUV/Crossover Stopped in Traffic 33 NO Apparent Injury Not Cited 2019 2 4 Rear-End F 1 9 EAGLE Rd 65.0000F S 50 184 IC 46 WB Off Ramp 5/17/201917:50 Day Rain Wet 2 0 0 Property Dmg Report N Car Going Straight 16 No Apparent Injury DRIVINGA A A Following too close 2019 1 4 Rear-End Following Too Close F 0 EAGLE Rd 65.0000 F S 50 184 IC 46 WB Off Ramp 5/17/201917:50 Day Rain Wet 2 0 0 Property Dmg Report S Car Starting in Traffic 74 No Apparent Injury Not Cited 2019 2 4 Rear-End F 0 10 EAGLE Rd 150.0000F S 51 184 IC 46 WB Off Ramp 4/7/201920:52 Dark,Street Lights On Clear Wet 2 0 2 Blnjury Accident N Car Going Straight 32 Suspected Minor Injury DRIVINGA A A Reckless 2019 1 2 Rear-End ,Exceeded Posted Speed M 2 EAGLE Rd 150.0000F S 51 184 IC 46 WB Off Ramp 4/7/201920:52 Dark,Street Lights On Clear Wet 2 0 2 Blnjury Accident N SUV/Crossover Stopped in Traffic 27 Possible Injury Not Cited 2019 2 2 Rear-End M 2 11 EAGLE Rd 115.0000F S 52 184 IC 46 WB On Ramp 3/15/201909:00 Day Clear Dry 2 0 0 Property Dmg Report N Van/Bus-9 to 15 seats Going Straight 19 No Apparent Injury DRIVINGA A A Following too close 2019 1 11 Rear-End Following Too Close F 0 EAGLE Rd 115.0000F S 52 184 IC 46 WB On Ramp 3/15/201909:00 Day Clear Dry 2 0 0 Property Dmg Report N Car Slowing in Traffic 52 NO Apparent Injury Not Cited 2019 2 11 Rear-End F 0 12 184 IC 46 WB Off Ramp Eagle Rd 29 2/25/201919:07 Dark,Street Lights On 10oudy Dry 12 10 0 JProperty Dmg Report N SUV/Crossover Going Straight 38 JNo Apparent Injury DRIVINGA A A Observe&obey traffic control light 2019 1 13 Side Swipe Same 1,Failed to yield M 0 184 IC 46 WB Off Ramp Eagle Rd 29 2/25/201919:07 Dark,Street Lights On Cloudy Dry 2 0 0 Property Dmg Report N SUV/Crossover Turning Right 37 No Apparent Injury 2019 2 3 Side Swipe Same F 10 13 EAGLE Rd 500.0000F S 51 184 IC 46 WB On Ramp 1/2/201910:42 Day Cloudy Dry 2 0 3 C Injury Accident N Car Slowing in Traffic 50 Possible Injury DRIVINGA A A Following too close 2019 1 3 Rear-End Distracted IN or ON Vehicle F 3 EAGLE Rd 500.0000F S 51 184 IC 46 WB On Ramp 1/2/201910:42 Day Cloudy Dry 2 0 3 C Injury Accident N Car Stopped in Traffic 41 Possible Injury Not Cited 2019 2 3 Rear-End F 3 14 EAGLE Rd 465.0000F S 51 184 IC 46 WB On Ramp 12/23/201817:48 Dark,Street Lights On Rain Wet 3 0 1 C Injury Accident N Pickup Merging 72 Possible Injury DRIVINGA A A Following too close 2018 1 6 Rear-End ,Following Too Close M 1 EAGLE Rd 465.0000F S 51 184 IC 46 WB On Ramp 12/23/201817:48 Dark,Street Lights On Rain Wet 3 0 1 C Injury Accident N Car Stopped in Traffic 29 NO Apparent Injury 2018 2 6 Rear-End M 1 EAGLE Rd 465.0000F S 51 184 IC 46 WB On Ramp 12/23/201817:48 Dark,Street Lights On Rain Wet 3 0 1 C Injury Accident N SUV/Crossover Stopped in Traffic 29 No Apparent Injury 2018 3 6 Rear-End F 1 15 EAGLE Rd 830.0000F S 50 184 IC 46 WB On Ramp 12/11/201817:53 Dark,NO Street Lights Clear Dry 2 0 2 C Injury Accident N SUV/Crossover Going Straight 41 NO Apparent Injury INSURANCEA A A Display to police officer 2018 1 4 Rear-End ,Inattention F 2 EAGLE Rd 830.0000 F S 50 184 IC 46 WB On Ramp 12/11/201817:53 Dark,No Street Lights Clear Dry 2 0 2 C Injury Accident N SUV/Crossover Stopped in Traffic 18 Possible Injury Not Cited 2018 2 4 Rear-End F 2 16 EAGLE Rd 184 IC 46 WB Off Ramp 51 11/29/201812:21 Day Cloudy Dry 12 10 0 lProperty Dmg Report N IPickup Changing Lanes 32 INO Apparent Injury TURNINGA A A Signal and with reasonable safety 2018 1 15 Side Swipe Same lImproper Lane Change M 0 EAGLE Rd 184 IC 46 WB Off Ramp 51 11/29/201812:21 Day Cloudy Dry 2 0 0 Property Dmg Report N Pickup Stopped in Traffic 64 No Apparent Injury Not Cited 2018 2 5 Side Swipe Same M 10 17 Eagle Rd 435.0000F S 50 184 IC 46 WB Off Ramp 12/4/201811:36 Day Clear Dry 3 0 1 A Injury Accident N Car Going Straight 35 Suspected Serious Injury SAFETY RESTRAINTA A A A Motor veh.operator/o 2018 1 4 Rear-End Physical Impairment M 1 Eagle Rd 435.0000F S 50 184 IC 46 WB Off Ramp 12/4/201811:36 Day Clear Dry 3 0 1 Alnjury Accident N Car Stopped in Traffic 20 No Apparent Injury Not Cited 2018 2 4 Rear-End F 1 Eagle Rd 435.0000F S 50 184 IC 46 WB Off Ramp 12/4/201811:36 Day Clear Dry 3 0 1 A Injury Accident N Truck-2 Axle/6 Tires Stopped in Traffic 52 NO Apparent Injury Not Cited 2018 3 4 Rear-End M 1 18 EAGLE Rd 367.0000 F N 50 184 WB Off Ramp 11/29/201819:17 Dark,Street Lights On Cloudy Dry 3 0 0 Property Dmg Report N Car Going Straight 23 No Apparent Injury DRIVERS LICENSEA A A Driving without privileges 2018 1 3 Rear-End F 0 EAGLE Rd 367.0000 F N 50 184 WB Off Ramp 11/29/201819:17 Dark,Street Lights On Cloudy Dry 3 0 0 Property Dmg Report N Car Going Straight 53 No Apparent Injury Not Cited 2018 2 3 Rear-End M 0 EAGLE Rd 367.0000 F N 50 184 WB Off Ramp 11/29/201819:17 Dark,Street Lights On lCloudy Dry 3 0 0 Property Dmg Report N Hit&Run 999 Unknown 2018 3 3 Rear-End ,Following Too Close -U 0 19 184 IC 46 WB Off Ramp 55.0000F E 29 EAGLE Rd 10/27/201814:30 Day Clear Dry 2 0 1 C Injury Accident W Car Going Straight 22 NO Apparent Injury DRIVINGA A A Following too close 2018 1 2 Rear-End Following Too Close F 1 184 IC 46 WB Off Ramp 55.0000F E 29 EAGLE Rd 10/27/201814:30 Day Clear Dry 12 10 1 IC Injury Accident W JCar Stopped in Traffic 29 JPossible Injury 2018 2 12 Rear-End F 1 20 EAGLE Rd 150.0000F S 52 184 IC 46 WB On Ramp 12/2/201820:22 Dark,Street Lights On Clear Ice 3 0 2 C Injury Accident N SUV/Crossover Going Straight 63 NO Apparent Injury SPEEDA A A Reasonable and prudent-conditions 2018 1 4 Rear-End ,Speed Too Fast For Conditions M 12 EAGLE Rd 150.0000F S 52 184 IC 46 WB On Ramp 12/2/201820:22 Dark,Street Lights On Clear Ice 3 0 2 C Injury Accident N Pickup Slowing in Traffic 21 No Apparent Injury 2018 2 4 Rear-End M 2 EAGLE Rd 150.0000F S 52 184 IC 46 WB On Ramp 12/2/201820:22 Dark,Street Lights On Clear Ice 3 0 2 C Injury Accident N SUV/Crossover Stopped in Traffic 64 Possible Injury 2018 3 4 Rear-End M 2 21 Eagle Rd 65.0000F S 51 184 IC 46 WB Off Ramp 9/10/201817:34 Day Clear Dry 2 0 1 C Injury Accident N Car Going Straight 20 No Apparent Injury 2018 1 2 Rear-End Inattention F 1 Eagle Rd 65.0000F S 151 184 IC 46 WB Off Ramp 9/10/201817:34 Day Clear Dry 2 0 1 C Injury Accident N SUV/Crossover Slowing in Traffic 35 Possible Injury 2018 2 2 Rear-End F 1 22 184 IC 46 WB Off Ramp 40.0000 F E 29 Eagle Rd 10/3/201819:39 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report W Car Going Straight 21 No Apparent Injury 2018 1 8 Rear-End Following Too Close M 0 1841C 46 WB Off Ramp 40.0000 F E 29 Eagle Rd 10/3/201819:39 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report W SUV/Crossover Stopped in Traffic 61 No Apparent Injury 2018 2 8 Rear-End M 0 23 184 IC 46 WB Off Ramp EAGLE Rd 48 8/23/201810:45 Day Clear Dry 2 0 10 1 Property Dmg Report W Pickup Turning Right 25 No Apparent Injury DRIVINGA A A Inattentive or careless 2018 1 2 Rear-End Inattention M 0 184 IC 46 WB Off Ramp EAGLE Rd 48 8/23/201810:45 Day Clear Dry 2 10 0 Property Dmg Report W SUV/Crossover Stopped in Traffic 54 NO Apparent Injury Not Cited 2018 2 12 Rear-End F 0 24 Eagle Rd 90.0000F N 52 184 IC 46 WB On Ramp 7/25/201817:57 Day Clear Dry 2 0 0 Property Dmg Report S Pickup Going Straight 17 No Apparent Injury DRIVINGA A A Following too close 2018 1 2 Rear-End ,Inattention M 10 Eagle Rd 90.0000 F N 52 184 IC 46 WB On Ramp 7/25/201817:57 Day Clear Dry 2 0 0 Property Dmg Report S Car Stopped in Traffic 17 No Apparent Injury Not Cited 2018 2 2 Rear-End F 0 25 EAGLE Rd 300.0000F N 50 184 IC 46 WB On Ramp 7/26/201816:25 Day Clear Dry 2 0 0 Property Dmg Report S Car Going Straight 44 No Apparent Injury DRIVINGA A A Inattentive or careless 2018 1 2 Rear-End ,Inattention F 0 EAGLE Rd 300.0000F N 50 184 IC 46 WB On Ramp 7/26/201816:25 Day Clear Dry 2 0 0 Property Dmg Report S SUV/Crossover Slowing in Traffic 43 NO Apparent Injury Not Cited 2018 2 2 Rear-End F 0 26 EAGLE Rd 90.0000F S 51 184 IC 46 WB Off Ramp 7/17/201807:18 Day Clear Dry 2 0 1 C Injury Accident N Hit&Run 999 Unknown 2018 1 2 Rear-End -U 1 EAGLE Rd 90.0000F S 51 184 IC 46 WB Off Ramp 7/17/201807:18 Day Clear Dry 2 0 1 C Injury Accident N SUV/Crossover Stopped in Traffic 33 Possible Injury Not Cited 2018 2 2 Rear-End F 1 27 EAGLE Rd 50.0000F N 52 184 IC 46 WB On Ramp 7/10/201818:05 Day Clear Dry 2 0 0 Property Dmg Report S SUV/Crossover Going Straight 45 No Apparent Injury DRIVINGA A A Following too close 2018 1 2 Rear-End ,Following Too Close F 0 EAGLE Rd 50.0000F N 52 184 IC 46 WB On Ramp 7/10/201818:05 Day Clear Dry 2 0 0 lProperty Dmg Report S SUV/Crossover Stopped in Traffic 62 1 NO Apparent Injury Not Cited 2018 2 2 Rear-End F 0 28 184 IC 46 WB Off Ramp 0.3000M E 50 Eagle Rd 6/22/201809:10 Day Clear Dry 12 10 0 Property Dmg Report W SUV/Crossover Going Straight 61 No Apparent Injury DRIVINGA A A Following too close 2018 1 12 Rear-End Following Too Close M 0 184 IC 46 WB Off Ramp 0.3000 M E 50 Eagle Rd 6/22/201809:10 Day Clear Dry 2 0 0 Property Dmg Report W Car Stopped in Traffic 33 No Apparent Injury 2018 2 2 Rear-End M 0 29 EAGLE Rd 180.0000F N 52 184 IC 46 WB Off Ramp 6/11/201814:14 Day Clear Dry 3 0 0 Property Dmg Report N Car Going Straight 66 No Apparent Injury DRIVINGA A A Following too close 2018 1 5 Rear-End ,Following Too Close F 0 EAGLE Rd 180.0000 F N 52 184 IC 46 WB Off Ramp 6/11/201814:14 Day Clear Dry 3 0 0 Property Dmg Report N Car Slowing in Traffic 56 No Apparent Injury Not Cited 2018 2 5 Rear-End F 0 EAGLE Rd 180.0000 F N 52 184 IC 46 WB Off Ramp 6/11/201814:14 Day Clear Dry 3 0 0 Property Dmg Report N Car Stopped in Traffic 24 No Apparent Injury Not Cited 2018 3 5 Rear-End F 0 30 184 IC 46 WB Off Ramp 823.0000F E 30 Eagle Rd 5/5/201813:05 Day Cloudy Dry 3 0 4 Blnjury Accident W Pickup Going Straight 23 NO Apparent Injury DRIVINGA A A Following too close 2018 1 5 Rear-End Following Too Close F 4 184 IC 46 WB Off Ramp 823.0000F E 30 Eagle Rd 5/5/201813:05 Day Cloudy Dry 3 0 4 Blnjury Accident W SUV/Crossover Stopped in Traffic 26 Suspected Minor Injury 2018 2 5 Rear-End M 4 184 IC 46 WB Off Ramp 823.0000F E 30 Eagle Rd 5/5/201813:05 Day Cloudy Dry 3 0 4 Blnjury Accident W SUV/Crossover Stopped in Traffic 34 Suspected Minor Injury 2018 3 5 Rear-End F 4 31 EAGLE Rd 375.0000F S 52 184 IC 46 WB Off Ramp 4/24/201815:45 Day Clear Dry 3 0 1 IC Injury Accident N Car Going Straight 21 1 No Apparent Injury DRIVINGA A A Inattentive or careless 2018 1 3 Rear-End ,Inattention M 1 EAGLE Rd 375.0000F S 52 184 IC 46 WB Off Ramp 4/24/201815:45 Day Clear Dry 13 10 1 C Injury Accident N l0r Stopped in Traffic 28 NO Apparent Injury Not Cited 2018 2 13 Rear-End M 11 EAGLE Rd 375.0000F S 52 184 IC 46 WB Off Ramp 4/24/201815:45 Day Clear Dry 3 0 1 C Injury Accident N Car Stopped in Traffic 47 Possible Injury Not Cited 2018 3 13 Rear-End F 1 32 184 IC 46 WB Off Ramp 80.0000 F E 30 Eagle Rd 4/7/2018 09:49 Day Cloudy Wet 2 0 0 Property Dmg Report W SUV/Crossover Stopped in Traffic 34 No Apparent Injury 2018 1 4 Rear-End F 0 184 IC 46 WB Off Ramp 80.0000F E 30 Eagle Rd 4/7/201809:49 Day Cloudy Wet 2 0 0 Property Dmg Report W Pickup Going Straight 24 No Apparent Injury ACCIDENTC.A A Leaving scene-damage 2018 2 4 Rear-End Following Too Close M 0 33 Eagle Rd 184 IC 46 WB On Ramp 52 4/23/201823:10 Dark,Street Lights On Clear Dry 2 0 2 A Injury Accident S Car Going Straight 18 Suspected Serious Injury 2018 1 2 Head-On Turning ,Failed to Obey Signal F 2 Eagle Rd 184 IC 46 WB On Ramp 52 4/23/201823:10 Dark,Street Lights On Clear Dry 2 0 2 Alnjury Accident N Pickup Turning Left 23 Suspected Minor Injury Not Cited 2018 2 2 Head-On Turning M 2 34 Eagle Rd 50.0000F N 52 184 IC 46 WB Off Ramp 4/5/201818:21 Day Clear Dry 4 0 3 A Injury Accident W SUV/Crossover Turning Right 43 Suspected Serious Injury DUTA A A Aggravated 2018 1 4 Angle Turning Speed Too Fast For Conditions M 3 Eagle Rd 50.0000F N 52 184 IC 46 WB Off Ramp 4/5/201818:21 Day Clear Dry 4 0 3 Alnjury Accident S Pickup Stopped in Traffic 151 No Apparent Injury Not Cited 2018 2 4 lAngle Turning I M 3 Eagle Rd 50.0000F N 52 184 IC 46 WB Off Ramp 4/5/201818:21 Day Clear Dry 4 0 13 JA Injury Accident S SUV/Crossover Stopped in Traffic 47 15uspected Serious Injury Not Cited 2018 3 4 lAngle Turning I M 3 Eagle Rd 50.0000E N 52 184 IC 46 WB Off Ramp 4/5/201818:21 Day Clear Dry 4 0 3 Alnjury Accident S Car Stopped in Traffic 22 Possible Injury Not Cited 2018 4 4 Rear-End F 3 35 184 IC 46 WB Off Ramp 35.0000E E 30 EAGLE Rd 2/17/201810:20 Day Cloudy Dry 2 0 0 Property Dmg Report NW SUV/Crossover Turning Right 55 NO Apparent Injury DRIVINGA A A Following too close 2018 1 2 Rear-End Following Too Close F 0 1841C 46 WB Off Ramp 35.0000E E 30 EAGLE Rd 2/17/201830:20 Day Cloudy Dry 2 0 0 Property Dmg Report NW SUV/Crossover Stopped in Traffic 53 No Apparent Injury Not Cited 2018 2 2 Rear-End F 0 36 1841C 46 WB Off Ramp 105.00OOF E 31 EAGLE Rd 1/15/20181522 Day Cloudy Dry 2 0 0 Property Dmg Report W Car Going Straight 28 NO Apparent Injury DRIVINGA A A Following too close 12018 11 13 Rear-End IFollowing Too Close M 0 Total Crashes: 66 Total Fatalities: 0 Total Units: 148 Total Injuries: 46 Total People: 199 Report Criteria: Intersection Analysis Report Accident If Streetl Isect Distance Direction From Intersection Street2 Lane of Impact Reference Street Accident Date Light Weather Wet/Dry Units Fatalities Injuries Severity Direction Unit Type Action Age Injury Citation fldAccidentYYYY Unit It Person Event Contrib Circ Sex Number Of Injuries 184 IC 46 WB Off Ramp 105.0000 F E 31 EAGLE Rd 1/15/201815:22 Day Cloudy Dry 2 0 0 Property Dmg Report W Car Stopped in Traffic 52 No Apparent Injury Not Cited 2018 2 3 Rear-End M 0 37 EAGLE Rd 250.0000F N 50 184 IC 46 WB On Ramp 1/19/201819:15 Dark,Street Lights On Cloudy Dry 3 0 2 Blnjury Accident S Car Going Straight 999 Unknown ACCIDENTA A A Leaving scene-injury or death 2018 1 5 Rear-End -U 2 EAGLE Rd 250.0000F N 50 184 IC 46 WB On Ramp 1/19/201819:15 Dark,Street Lights On Cloudy Dry 3 0 2 Blnjury Accident S Car Stopped in Traffic 39 NO Apparent Injury Not Cited 2018 2 5 Rear-End M 2 EAGLE Rd 250.0000 F N 50 184 IC 46 WB On Ramp 1/19/201819:15 Dark,Street Lights On Cloudy Dry 3 0 2 B Injury Accident S Van-1 to 8 seats Stopped in Traffic 48 Possible Injury Not Cited 2018 3 5 Rear-End M 2 38 EAGLE Rd 250.0000 F N 51 184 IC 46 WB On Ramp 1/3/201817:51 Day Clear Dry 2 0 0 Property Dmg Report 5 SUV/Crossover Changing Lanes 19 No Apparent Injury 2018 1 2 Rear-End ,Improper Lane Change M 0 EAGLE Rd 250.0000 F N 51 184 IC 46 WB On Ramp 1/3/201817:51 Day Clear Dry 2 0 0 Property Dmg Report S Pickup Stopped in Traffic 35 No Apparent Injury Not Cited 2018 2 2 Rear-End M 0 39 Eagle Rd 95.0000F 5 50 184 IC 46 WB Off Ramp 11/16/201716:17 Day Cloudy Dry 2 0 0 Property Dmg Report N SUV/Crossover Going Straight 25 NO Apparent Injury DRIVINGA A A Inattentive or careless 2017 1 2 Rear-End Inattention M 0 Eagle Rd 95.0000 F S 150 184 IC 46 WB Off Ramp 11/16/201716:17 Day lCloudy Dry 12 10 0 lProperty Dmg Report N lPickup Stopped in Traffic 22 1 No Apparent Injury Not Cited 2017 2 2 Rear-End I M 0 40 184 IC 46 WB Off Ramp 0.0500M E 30 Eagle Rd 9/12/201717:12 Day Clear Dry 2 0 2 C Injury Accident W Car Going Straight 23 Possible Injury DRIVINGA A A Following too close 2017 1 2 Rear-End Following Too Close M 12 184 IC 46 WB Off Ramp 0.0500M E 30 Eagle Rd 9/12/201717:12 Day Clear Dry 2 0 2 C Injury Accident W Car Slowing in Traffic 51 Possible Injury Not Cited 2017 2 2 Rear-End M 2 41 Eagle Rd 184 IC 46 WB Off Ramp 51 8/18/201714:47 Day Clear Dry 2 0 0 Property Dmg Report N Car Going Straight 22 NO Apparent Injury DRIVINGA A A Inattentive or careless 2017 1 2 Rear-End Inattention M 0 Eagle Rd 184 IC 46 WB Off Ramp 51 8/18/201714:47 Day Clear Dry 2 0 0 Property Dmg Report N Car Slowing in Traffic 30 No Apparent Injury 2017 2 2 Rear-End F 0 42 Eagle Rd 100.0000 F N 50 184 IC 46 WB On Ramp 8/2/2017 21:52 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report 5 Car Starting in Traffic 70 No Apparent Injury DRIVINGA A A Inattentive or careless 2017 1 3 Rear-End Inattention F 0 Eagle Rd 100.0000 F N 50 184 IC 46 WB On Ramp 8/2/2017 21:52 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report S SUV/Crossover Stopped in Traffic 62 No Apparent Injury Not Cited 2017 2 3 Rear-End M 0 43 184 IC 46 WB Off Ramp 65.0000F E 49 Eagle Rd 6/23/201706:22 Day Clear Dry 2 0 0 Property Dmg Report W Car Starting in Traffic 52 NO Apparent Injury DRIVINGA A A Following too close 2017 1 2 Rear-End Following Too Close M 0 ,184 IC 46 WB Off Ramp 65.0000 F E 49 Eagle Rd 6/23/201706:22 Day Clear Dry 2 0 0 Property Dmg Report W Car Starting in Traffic 53 No Apparent Injury Not Cited 2017 2 2 Rear-End M 0 44 Eagle Rd 100.0000F N 51 184 IC 46 WB On Ramp 4/10/201715:13 Day Clear Dry 12 10 0 Property Dmg Report 5 lCar Changing Lanes 16 NO Apparent Injury DRIVINGA A A Use designated lane 2017 1 13 Side Swipe Same ,Improper Lane Change M 0 Eagle Rd 100.0000F N 51 184 IC 46 WB On Ramp 4/10/201715:13 Day Clear Dry 2 0 0 Property Dmg Report S Icar Going Straight 20 No Apparent Injury Not Cited 2017 2 3 Side Swipe Same F 10 45 Eagle Rd 184 IC 46 WB Off Ramp 52 4/7/201722:00 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report 5 Car Going Straight 22 NO Apparent Injury DRIVINGA A A Following too close 2017 1 3 Rear-End Following Too Close F 0 Eagle Rd 184 IC 46 WB Off Ramp 52 4/7/2017 22:00 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report S Pickup Going Straight 29 No Apparent Injury 2017 2 3 Rear-End F 0 46 Eagle Rd 50.0000F 5 51 184 IC 46 WB Off Ramp 3/17/201713:52 Day Clear Dry 2 0 0 Property Dmg Report N Pickup Stopped in Traffic 58 NO Apparent Injury DRIVINGA A A Start:pull out safely 2017 1 2 Rear-End ,Other M 0 Eagle Rd 50.0000 F S 51 184 IC 46 WB Off Ramp 3/17/201713:52 Day Clear Dry 2 0 0 Property Dmg Report N Car Stopped in Traffic 68 No Apparent Injury 2017 2 2 Rear-End M 0 47 Eagle Rd 100.0000F N 51 184 IC 46 WB On Ramp 2/18/201722:13 Dark,Street Lights On Rain Wet 2 0 1 C Injury Accident S Pickup Going Straight 23 NO Apparent Injury DRIVINGA A A Following too close 2017 1 2 Rear-End Following Too Close M 1 Eagle Rd 100.0000F N 51 184 IC 46 WB On Ramp 2/18/201722:13 Dark,Street Lights On Rain Wet 2 0 1 CInjury Accident S SUV/Crossover Starting in Traffic 33 Possible Injury Not Cited 2017 2 2 Rear-End M 1 48 Eagle Rd 50.0000F 5 50 184 IC 46 WB Off Ramp 12/13/201607:06 Dark,Street Lights On Clear Dry 3 0 11 JA Injury Accident N Pickup Going Straight 71 1 NO Apparent Injury DRIVINGA A A Following too close 2016 1 3 Rear-End Following Too Close M 1 Eagle Rd 50.0000 F S 50 184 IC 46 WB Off Ramp 12/13/2016 07:06 Dark,Street Lights On Clear Dry 3 10 1 A Injury Accident N SUV/Crossover Stopped in Traffic 43 ISuspected Serious Injury Not Cited 2016 2 13 Rear-End F 1 Eagle Rd 50.0000F 5 50 184 IC 46 WB Off Ramp 12/13/201607:06 Dark,Street Lights On Clear Dry 3 0 1 A Injury Accident N JCar Stopped in Traffic 28 NO Apparent Injury Not Cited 2016 3 3 Rear-End M 11 49 EAGLE Rd 200.0000 F S 00 184 IC 46 WB On Ramp 10/23/201610:40 Day Clear Dry 1 0 1 A Injury Accident S Car Turning Left 43 Suspected Serious Injury Not Cited 2016 1 1 Concrete Traffic Barrier Asleep,Drowsy,Fatigued F 1 50 EAGLE Rd 1480.0000F 5 51 184 WB Off Ramp 10/12/201615:34 Dark,NO Street Lights Clear Dry 3 0 1 Blnjury Accident N SUV/Crossover Slowing in Traffic 15 Suspected Minor Injury DRIVINGA A A Following too close 2016 1 3 Rear-End Following Too Close F 1 EAGLE Rd 1480.0000 F S 51 184 WB Off Ramp 10/12/201615:34 Dark,No Street Lights Clear Dry 3 0 1 B Injury Accident N SUV/Crossover Stopped in Traffic 51 No Apparent Injury Not Cited 2016 2 3 Rear-End M 1 EAGLE Rd 1480.0000F 5 51 184 WB Off Ramp 10/12/201615:34 Dark,NO Street Lights Clear Dry 3 0 1 Blnjury Accident N Pickup Stopped in Traffic 57 NO Apparent Injury Not Cited 2016 3 3 Rear-End M 1 51 EAGLE Rd 500.0000F S 51 184 IC 46 WB Off Ramp 7/24/201607:24 Day Cloudy Dry 4 0 2 Alnjury Accident N Pickup Going Straight 37 No Apparent Injury DUTA A A D.U.I.(.08) 2016 1 4 Rear-End Drug Impaired M 2 EAGLE Rd 500.0000F 5 51 184 IC 46 WB Off Ramp 7/24/201607:24 Day lCloudy Dry 4 0 2 A Injury Accident N Car Stopped in Traffic 28 Suspected Serious Injury Not Cited 2016 2 4 Rear-End F 2 EAGLE Rd 500.0000F S 51 184 IC 46 WB Off Ramp 7/24/201607:24 Day Cloudy Dry 4 0 2 JAlnjury Accident N Car Stopped in Traffic 56 Possible Injury Not Cited 2016 3 4 Rear-End F 2 EAGLE Rd 500.0000F 5 51 184 IC 46 WB Off Ramp 7/24/201607:24 Day Cloudy Dry 14 10 2 A Injury Accident N Pickup Going Straight 53 1 NO Apparent Injury Not Cited 2016 4 14 Side Swipe Same M 2 52 EAGLE Rd 7536.0000F S 51 184 WB Off Ramp 8/17/201615:47 Day Clear Dry 2 0 0 Property Dmg Report N JCar Going Straight 16 No Apparent Injury DRIVINGA A A Following too close 2016 1 3 Rear-End ,Following Too Close M 10 EAGLE Rd 7536.0000 F 5 51 184 WB Off Ramp 8/17/201615:47 Day Clear Dry 2 0 0 Property Dmg Report N Car Going Straight 16 No Apparent Injury 2016 2 3 Rear-End M 0 53 184 IC 46 WB Off Ramp 0.1000M E 29 Eagle Rd 2/15/201611:38 Day Clear Dry 2 0 1 Blnjury Accident W Car Going Straight 22 No Apparent Injury DRIVINGA A A Following too close 2016 1 2 Rear-End Following Too Close F 1 184 IC 46 WB Off Ramp 0.1000M E 29 Eagle Rd 2/15/201611:38 Day Clear Dry 2 0 1 Blnjury Accident W Car Slowing in Traffic 21 Suspected Minor Injury Not Cited 2016 2 2 Rear-End F 1 54 184 IC 46 WB Off Ramp 50.0000F E 31 EAGLE Rd 12/29/201507:50 Dawn or Dusk Cloudy Dry 2 0 0 Property Dmg Report W Car Going Straight 27 No Apparent Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close F 0 ,184 IC 46 WB Off Ramp 50.0000 F E 131 EAGLE Rd 12/29/2015 07:50 Dawn or Dusk Cloudy Dry 2 0 0 Property Dmg Report W Car Stopped in Traffic 40 No Apparent Injury Not Cited 2015 2 2 Rear-End M 0 55 Eagle Rd 184 IC 46 WB Off Ramp 99 12/21/201500:23 Dark,Street Lights On Clear Dry 1 0 1 Alnjury Accident NW Car Turning Right 25 Suspected Serious Injury DRIVINGA A A Inattentive or careless 2015 1 1 Traffic Signal Support Inattention M 1 56 Eagle Rd 0.1000M N 50 184 IC 46 WB Off Ramp 10/27/201517:55 Dawn or Dusk Cloudy Dry 2 0 0 JProperty Dmg Report 5 Car Slowing in Traffic 19 NO Apparent Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close M 0 Eagle Rd 0.1000 M N 50 184 IC 46 WB Off Ramp 10/27/201517:55 Dawn or Dusk Cloudy Dry 12 10 0 Property Dmg Report S Pickup Stopped in Traffic 50 1 No Apparent Injury Not Cited 2015 2 12 Rear-End M 0 57 EAGLE Rd 709.0000F 5 50 184 IC 46 WB Off Ramp 10/15/201510:41 Day Clear Dry 2 0 1 Blnjury Accident N JPIckup Slowing in Traffic 68 NO Apparent Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close M 11 EAGLE Rd 709.0000 F S 50 184 IC 46 WB Off Ramp 10/15/201510:41 Day Clear Dry 2 0 1 B Injury Accident N Car Stopped in Traffic 22 Suspected Minor Injury Not Cited 2015 2 2 Rear-End F 11 58 EAGLE Rd 20.0000F 5 51 184 IC 46 WB Off Ramp 9/3/201522:24 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report N Car Going Straight 16 NO Apparent Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close M 0 EAGLE Rd 20.0000 F S 51 184 IC 46 WB Off Ramp 9/3/2015 22:24 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report N Car Stopped in Traffic 16 No Apparent Injury 2015 2 2 Rear-End F 0 59 EAGLE Rd 200.0000F 5 51 184 IC 46 WB Off Ramp 9/12/201514:46 Day Clear Dry 2 0 1 Blnjury Accident N Car Going Straight 23 NO Apparent Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close F 1 EAGLE Rd 200.0000F S 51 184 IC 46 WB Off Ramp 9/12/201514:46 Day Clear Dry 2 0 1 Blnjury Accident N Car Stopped in Traffic 41 Suspected Minor Injury 2015 2 2 Rear-End M 1 60 EAGLE Rd 184 IC 46 WB On Ramp 51 8/28/201517:29 Day Clear Dry 2 0 1 C Injury Accident 5 Car Going Straight 53 Possible Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close F 1 EAGLE Rd 184 IC 46 WB On Ramp 51 8/28/201517:29 Day Clear Dry 2 0 1 IC Injury Accident S Pickup Stopped in Traffic 32 No Apparent Injury Not Cited 2015 2 2 Rear-End M 1 61 EAGLE Rd 51.0000F N 49 184 IC 46 WB On Ramp 8/16/201521:56 Dark,Street Lights On Clear JDry 2 0 0 Property Dmg Report 5 Car Going Straight 19 1 NO Apparent Injury DUTA A A D.U.I. 2015 1 12 Rear-End Drug Impaired M 0 EAGLE Rd 51.0000 F N 49 184 IC 46 WB On Ramp 8/16/2015 21:56 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report S JCar Going Straight 57 No Apparent Injury 2015 2 2 Rear-End M 0 62 EAGLE Rd 15.0000 F 5 50 184 IC 46 WB Off Ramp 8/12/2015 22:37 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report N SUV/Crossover Backing 42 No Apparent Injury DRIVINGA A A Improper,unsafe backing 2015 1 2 Backed Into Improper Backing F 10 EAGLE Rd 15.0000 F S 50 184 IC 46 WB Off Ramp 8/12/2015 22:37 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report N Car Stopped in Traffic 19 No Apparent Injury Not Cited 2015 2 2 Backed Into F 0 63 EAGLE Rd 40.0000F 5 50 184 IC 46 WB Off Ramp 7/8/201509:53 Day Cloudy Dry 2 0 1 C Injury Accident N Car Going Straight 31 NO Apparent Injury DRIVINGA A A Following too close 2015 1 3 Rear-End Following Too Close F 1 EAGLE Rd 40.0000F S 50 184 IC 46 WB Off Ramp 7/8/201509:53 Day Cloudy Dry 2 0 1 C Injury Accident N Car Stopped in Traffic 21 Possible Injury Not Cited 2015 2 3 Rear-End F 1 64 Eagle Rd 200.0000F 5 51 184 IC 46 WB Off Ramp 5/15/201511:55 Day Rain Wet 3 0 0 Property Dmg Report N Van-1to 8 seats Going Straight 32 NO Apparent Injury DRIVINGA A A Inattentive or careless 2015 1 4 Rear-End Inattention M 0 Eagle Rd 200.0000F S 51 184 IC 46 WB Off Ramp 5/15/201511:55 Day Rain Wet 3 0 0 Property Dmg Report N Pickup Going Straight 27 No Apparent Injury Not Cited 2015 2 4 Rear-End M 0 Eagle Rd 200.0000 F 5 51 184 IC 46 WB Off Ramp 5/15/201511:55 Day IRain Wet 13 10 10 lPropertyDmg Report N Car Stopped in Traffic 69 No Apparent Injury Not Cited 2015 3 4 Rear-End M 0 65 EAGLE Rd 200.0000F N 51 184 IC 46 WB Off Ramp 3/13/201515:45 Day IClear Dry 2 0 1 Blnjury Accident N Car Going Straight 22 Suspected Minor Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close F 1 EAGLE Rd 200.0000F N 51 184 IC 46 WB Off Ramp 3/13/201515:45 Day Clear Dry 2 0 1 Blnjury Accident 5 Car Slowing in Traffic 45 NOApparent Injury 2015 2 12 Rear-End M 1 66 EAGLE Rd 300.0000F S 52 184 IC 46 WB On Ramp 3/4/201508:45 Day JClear JDry 12 10 10 JProperty Dmg Report IS JTractor-1Trailer Backing 156 INo Apparent Injury DRIVINGAAA Improper,unsafe backing 2015 1 2 Backedlnto Inattention M 0 EAGLE Rd 300.0000E 5 52 1841C 46 WB On Ramp 3/4/201508:45 Day Clear Dry 2 0 0 Property Dmg Report N SUV/Crossover Stopped in Traffic 26 NO Apparent Injury Not Cited 2015 2 2 Backed Into M 0 Total Crashes: 49 Total Fatalities: 1 Total Units: 99 Total Injuries: 41 Total People: 150 Report Criteria: Intersection Analysis Report Accident It Streetl Isect Distance Direction From Intersection Street2 Lane of Impact Reference Street Accident Date Light Weather Wet/Dry Units Fatalities Injuries Severity Direction Unit Type Action Age Injury Citation fldAccidentYYYY Unit ff Person Event Contrib Circ Sex Number Of Injuries 1 184 IC 46 EB Off Ramp 10.0000F W 30 Eagle Rd 12/5/201913:07 Day Cloudy Dry 2 0 2 Clnjury Accident E Car Starting in Traffic 58 Possible Injury DRIVINGA A A Following too close 2019 1 2 Rear-End Following Too Close F 2 184 IC 46 EB Off Ramp 10.0000 F W 30 Eagle Rd 12/5/2019 13:07 Day Cloudy Dry 2 0 2 C Injury Accident E Car Stopped in Traffic 50 Possible Injury Not Cited 2019 2 2 Rear-End F 2 2 EAGLE Rd 980.0000F N 52 184 IC 46 EB Off Ramp 12/13/201912:14 Day Cloudy Dry 2 0 1 Clnjury Accident 5 Pickup Going Straight 35 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 2 Rear-End Inattention F 1 EAGLE Rd 980.0000 F N 52 184 IC 46 EB Off Ramp 12/13/2019 12:14 Day Cloudy Dry 2 0 1 C Injury Accident 5 Car Stopped in Traffic 29 Possible Injury Not Cited 2019 2 2 Rear-End F 1 3 EAGLE Rd 5.0000F N 50 184 IC 46 EB Off Ramp 10/26/201900:06 Dark,Street Lights On Clear Dry 2 0 3 Clnjury Accident 5 Pickup Going Straight 60 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 4 Rear-End Inattention M 3 EAGLE Rd 5.0000F N 50 184 IC 46 EB Off Ramp 10/26/201900:06 Dark,Street Lights On Clear Dry 2 0 3 Clnjury Accident 5 SUV/Crossover Going Straight 15 Possible Injury Not Cited 2019 2 4 Rear-End F 3 4 184 IC 46 EB Off Ramp Eagle Rd 29 10/23/201909:41 Day Clear Dry 2 0 2 B Injury Accident E Van-1 to 8 seats Going Straight 45 No Apparent Injury DRIVINGA A A Following too close 2029 1 3 Rear-End Following Too Close M 2 1841C 46 EB Off Ramp Eagle Rd 129 10/23/201909:41 jDay Clear Dry 12 10 2 1 Blnjury Accident E SUV/Crossover Stopped in Traffic 128 Suspected Minor Injury I Not Cited 2019 2 3 Rear-End F 2 5 EAGLE Rd 184 IC 46 EB Off Ramp 50 10/20/201919:40 Dark,Street Lights On Cloudy Dry 2 0 0 Property Dmg Report N Car Going Straight 119 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 12 lArgle Turning Failed to Obey Signal F 0 EAGLE Rd 184 IC 46 EB Off Ramp 50 10/20/201919:40 Dark,Street Lights On Cloudy Dry 2 0 0 Property Dmg Report E Van-1 to 8 seats Turning Left 28 No Apparent Injury INSURANCEA A A Display to police officer 2019 2 2 Angle Turning M 0 6 EAGLE Rd 200.0000F N 50 184 IC 46 EB Off Ramp 10/10/201918:24 Day Clear Dry 2 0 0 Property Dmg Report 5 Van-1 to 8 seats Going Straight 46 No Apparent Injury DRIVINGA A A Following too close 2019 1 2 Rear-End Following Too Close M 0 EAGLE Rd 200.0000 F N 50 184 IC 46 EB Off Ramp 10/10/2019 18:24 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Stopped in Traffic 21 No Apparent Injury 2019 2 2 Rear-End M 0 7 EAGLE Rd 184 IC 46 EB Off Ramp 51 9/9/201907:07 Day Cloudy Dry 3 0 4 B Injury Accident N Car Going Straight 76 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 6 Rear-End ,Inattention F 4 EAGLE Rd 1941C 46 EB Off Ramp 51 9/9/201907:07 Day Cloudy Dry 3 0 4 Blnjury Accident N Car Stopped in Traffic 27 Suspected Minor Injury 2019 2 6 Rear-End F 4 EAGLE Rd 184 IC 46 EB Off Ramp 51 9/9/201907:07 Day Cloudy Dry 3 0 4 B Injury Accident E Pickup Turning Left 43 Suspected Minor Injury 2019 3 6 Angle Turning M 4 8 EAGLE Rd 85.0000F 5 51 184 IC 46 EB Off Ramp 8/16/201923:11 Dark,Street Lights On Clear Dry 2 0 2 Clnjury Accident N SUV/Crossover Slowing in Traffic 17 No Apparent Injury DRIVINGA A A Following too close 2019 1 4 Rear-End Following Too Close F 2 EAGLE Rd 85.0000 F S 51 1841C 46 EB Off Ramp 8/16/2019 23:11 IDark,Street Lights On Clear Dry 12 10 2 1 C Injury Accident N 1C.r Stopped in Traffic 22 Possible Injury 2019 2 4 Rear-End F 2 9 Eagle Rd 130.0000 F 5 50 184 IC 46 EB Off Ramp 7/17/2019 05:46 Dawn or Dusk Clear Dry 2 0 1 C Injury Accident N Hit&Run 1999 Unknown 2019 1 12 Rear-End -U 1 Eagle Rd 130.0000 F 5 50 1841C 46 EB Off Ramp 7/17/2019 05:46 Dawn or Dusk Clear Dry 2 0 1 C Injury Accident N SUV/Crossover Stopped in Traffic 34 Possible Injury Not Cited 2019 2 2 Rear-End M 1 10 184 IC 46 EB Off Ramp Eagle Rd 50 6/18/201907:22 Day Clear Dry 2 0 2 Alnjury Accident 5 Pickup Going Straight 27 Suspected Minor Injury ACCIDENTA A A Leaving scene-injury or death 2019 1 3 Angle Turning Failed to Obey Signal M 2 184 IC 46 EB Off Ramp Eagle Rd 50 6/18/201907:22 Day Clear Dry 2 0 2 Alnjury Accident E SUV/Crossover Turning Left 18 Suspected Serious Injury Not Cited 2019 2 3 Angle Turning M 2 11 184 IC 46 EB Off Ramp 70.0000F W 30 EAGLE Rd 6/18/201914:00 Day Clear Dry 2 0 1 Clnjury Accident E Car Right Turn on Red 63 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 2 Rear-End Inattention M 1 184 IC 46 EB Off Ramp 70.0000 F W 30 EAGLE Rd 6/18/2019 14:00 Day Clear Dry 2 0 1 C Injury Accident E 5UV/Crossover Stopped in Traffic 32 Possible Injury Not Cited 2019 2 2 Rear-End F 1 12 184 IC 46 EB Off Ramp 95.0000 F W 49 EAGLE Rd 6/5/2019 08:57 Day Clear Dry 2 0 0 Property Dmg Report E SUV/Crossover Changing Lanes 70 No Apparent Injury TURNINGA A A Signal and with reasonable safety 2019 1 2 Side Swipe Same Improper Lane Change F 0 184 IC 46 EB Off Ramp 95.0000F W 49 EAGLE Rd 6/5/201908:57 Day Clear Dry 2 0 0 Property Dmg Report E SUV/Crossover Going Straight 32 lNo Apparent Injury Not Cited 2019 2 2 Side Swipe Same M 0 13 EAGLE Rd 530.0000F S 51 184 IC 46 EB Off Ramp 4/4/201916:49 JDay Clear Dry 12 10 0 1 Property Dmg Report N lCar Going Straight 18 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 11 3 Rear-End ,Inattention M 0 EAGLE Rd 530.0000 F 5 51 1841C 46 EB Off Ramp 4/4/2019 16:49 Day Clear Dry 2 0 0 Property Dmg Report N SUV/Crossover Stopped in Traffic 41 No Apparent Injury Not Cited 2019 2 13 Rear-End F 0 14 EAGLE Rd 170.0000F S 51 184 IC 46 EB On Ramp 4/l/201907:07 Day Clear Dry 3 0 0 Property Dmg Report N Car Going Straight 18 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 4 Rear-End Inattention M 0 EAGLE Rd 170.0000 F 5 51 1841C 46 EB On Ramp 4/1/2019 07:07 Day Clear Dry 3 0 0 Property Dmg Report N Car Slowing in Traffic 17 No Apparent Injury Not Cited 2019 2 4 Rear-End M 0 EAGLE Rd 170.0000F S 51 184 IC 46 EB On Ramp 4/l/201907:07 Day Clear Dry 3 0 0 Property Dmg Report N SUV/Crossover Stopped in Traffic 58 No Apparent Injury Not Cited 2019 3 4 Rear-End M 0 15 EAGLE Rd 600.0000F N 50 184 IC 46 EB On Ramp 2/19/201909:40 Day Cloudy Dry 2 0 0 Property Dmg Report N Car Going Straight 22 No Apparent Injury DRIVINGA A.A Inattentive or careless 2019 1 2 Rear-End ,Inattention M 0 EAGLE Rd 600.0000 F N 50 184 IC 46 EB On Ramp 2/19/2019 09:40 Day Cloudy Dry 2 0 0 Property Dmg Report N Pickup Stopped in Traffic 67 No Apparent Injury Not Cited 2019 2 2 Rear-End M 0 16 184 IC 46 EB Off Ramp Eagle Rd 31 1/18/201909:19 Day Cloudy Dry 2 0 0 Property Dmg Report 5 Car Going Straight 54 No Apparent Injury DRIVINGA A A Observe&obey traffic control light 2019 1 3 Angle Turning Failed to Obey Signal F 0 184 IC 46 EB Off Ramp Eagle Rd 31 1/18/201909:19 Day Cloudy Dry 2 0 0 Property Dmg Report E Pickup Turning Left 125 No Apparent Injury IINSURANCEA A A Display to police officer 2019 2 3 Angle Turning M 0 17 EAGLE Rd 110.0000F N 50 184 IC 46 EB Off Ramp 1/14/201910:17 Day Clear lDry 12 110 1 1 Clnjury Accident 5 1C.r Going Straight 64 No Apparent Injury DRIVINGA A A Following too close 2019 1 3 Rear-End ,Following Too Close F 1 EAGLE Rd 110.0000F N 50 184 IC 46 EB Off Ramp 1/14/201910:17 Day Clear Dry 2 0 1 Clnjury Accident 5 SUV/Crossover Stopped in Traffic 42 Possible Injury Not Cited 2019 2 13 Rear-End F 1 18 EAGLE Rd 90.0000F N 50 184 IC 46 EB Off Ramp 12/28/201814:33 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Going Straight 21 No Apparent Injury DRIVINGA A A Following too close 2018 1 3 Rear-End Following Too Close M 0 EAGLE Rd 90.0000 F N 50 184 IC 46 EB Off Ramp 12/28/2018 14:33 Day Clear Dry 2 0 0 Property Dmg Report 5 Pickup Stopped in Traffic 21 No Apparent Injury Not Cited 2018 2 3 Rear-End M 0 19 184 IC 46 EB Off Ramp 55.0000F W 29 EAGLE Rd 8/24/201813:53 Day Clear Dry 2 0 1 Clnjury Accident E SUV/Crossover Going Straight 70 No Apparent Injury DRIVINGA A A Inattentive or careless 2018 1 2 Rear-End Inattention M 1 184 IC 46 EB Off Ramp 55.0000F W 29 EAGLE Rd 8/24/201813:53 Day Clear Dry 2 0 1 Clnjury Accident E Car Stopped in Traffic 43 Possible Injury Not Cited 2018 2 2 Rear-End M 1 20 184 IC 46 EB Off Ramp 60.0000F W 49 EAGLE Rd 8/22/201809:52 Day Clear Dry 2 0 0 Property Dmg Report E Pickup Starting in Traffic 23 No Apparent Injury DRIVINGA A A Start:pull out safely 2018 1 2 Rear-End Foot Slipped Off or Caught On Pedal F 0 184 IC 46 EB Off Ramp 60.0000F W 49 EAGLE Rd 8/22/201809:52 Day Clear Dry 2 0 0 Property Dmg Report E Car Stopped in Traffic 50 No Apparent Injury Not Cited 2018 2 2 Rear-End F 0 21 EAGLE Rd 500.0000F N 50 184 IC 46 EB Off Ramp 7/24/201813:39 Day Clear Dry 2 0 10 Property Dmg Report 5 Car lGoIng Straight 33 lNo Apparent Injury DRIVINGA A A Inattentive or careless 2018 1 5 Rear-End ,Inattention M 10 EAGLE Rd 500.0000 F N 50 184 IC 46 EB Off Ramp 7/24/201813:39 Day Clear Dry 12 0 0 Property Dmg Report 5 SUV/Crossover Slowing in Traffic 49 No Apparent Injury Not Cited 2018 2 5 Rear-End F 0 22 184 IC 46 EB Off Ramp 100.0000F W 49 EAGLE Rd 7/26/201809:23 Day Clear Dry 2 0 4 Clnjury Accident E SUV/Crossover Starting in Traffic 18 No Apparent Injury DRIVINGA A A Start:pull out safely 2018 11 15 Rear-End Other F 4 184 IC 46 EB Off Ramp 100.0000F W 49 EAGLE Rd 7/26/201809:23 Day Clear Dry 2 0 4 Clnjury Accident E Van-1 to 8 seats Starting in Traffic 32 Possible Injury Not Cited 2018 12 15 Rear-End F 4 23 EAGLE Rd 430.0000F S 51 184 IC 46 EB Off Ramp 7/10/201810:44 Day Clear Dry 2 0 1 Clnjury Accident N Car Going Straight 45 No Apparent Injury DRIVINGA A A Following too close 2018 1 1 12 Rear-End Following Too Close M 1 EAGLE Rd 430.0000F 5 51 184 IC 46 EB Off Ramp 7/10/201810:44 Day Clear Dry 2 0 1 Clnjury Accident N SUV/Crossover Stopped in Traffic 67 Possible Injury Not Cited 2018 12 12 Rear-End F 1 24 1141C 46 EB Off Ramp Eagle Rd 50 7/2/201810:44 Day Clear Dry 2 0 0 Property Dmg Report 5 SUV/Crossover Going Straight 49 No Apparent Injury DRIVINGA A A Observe&obey traffic control light 2018 1 7 Angle Turning Failed to Obey Signal F 0 184 IC 46 EB Off Ramp Eagle Rd 50 7/2/2018 10:44 Day Clear Dry 2 0 0 Property Dmg Report E Van-1 to 8 seats Turning Left 23 No Apparent Injury Not Cited 2018 2 7 Angle Turning M 0 25 EAGLE Rd 185.0000E Is 1 151 11841C 46 EB On Ramp 6/8/201812:25 JDay Clear Dry 2 0 0 Property Dmg Report N JPickup Going Straight 17 No Apparent Injury I DRIVINGA A A Following too close 2018 11 12 Rear-End 1,FollowingToo Close M 0 Total Crashes: 49 Total Fatalities: 1 Total Units: 99 Total Injuries: 41 Total People: 150 Report Criteria: Intersection Analysis Report Accident# Streetl Isect Distance Direction From Intersection Street2 Lane of Impact Reference Street Accident Date Light Weather Wet/Dry Units Fatalities Injuries Severity Direction Unit Type Action Age Injury Citation fldAccidentYYYY Unit#Person Event Contrib Circ Sex Number Of Injuries EAGLE Rd 85.0000 F 5 51 1841C 46 EB On Ramp 6/8/2018 12:25 Day Clear Dry 2 0 0 Property Dmg Report N Car Stopped in Traffic 21 No Apparent Injury Not Cited 2018 2 2 Rear-End F 0 26 184 IC 46 EB Off Ramp 10.0000 F E 00 Eagle Rd 2/7/2018 01:40 Dark,Street Lights On Cloudy Dry 1 1 0 Fatal Accident W SUV/Crossover Going Straight 29 Fatal Injury Not Cited 2018 1 1 Traffic Signal Support Speed Too Fast For Conditions M 0 27 EAGLE Rd 75.0000F N 50 184 IC 46 EB Off Ramp 3/23/201811:27 Day Cloudy Dry 3 0 2 Clnjury Accident N Pickup Going Straight 17 No Apparent Injury DRIVINGA A A Inattentive or careless 2018 1 6 Rear-End Inattention M 2 EAGLE Rd 75.0000F N 50 184 IC 46 EB Off Ramp 3/23/201811:27 Day Cloudy Dry 3 0 2 Clnjury Accident S SUV/Crossover Stopped in Traffic 31 No Apparent Injury Not Cited 2018 2 6 Rear-End M 2 EAGLE Rd 75.0000 F N 50 1841C 46 EB Off Ramp 3/23/201811:27 Day Cloudy Dry 3 0 2 C Injury Accident 5 Car Stopped in Traffic 33 Possible Injury Not Cited 2018 3 6 Rear-End F 2 28 Eagle Rd 843.0000 F N 50 184 IC 46 EB Off Ramp 11/16/2017 16:53 Day Clear Dry 2 0 0 Property Dmg Report S Car Changing Lanes 19 No Apparent Injury DRIVINGA A A Use designated lane 2017 1 2 Side Swipe Same Improper Lane Change F 0 Eagle Rd 843.0000 F N 50 1841C 46 EB Off Ramp 11/16/2017 16:53 Day Clear Dry 2 0 0 Property Dmg Report 5 Van-1 to 8 seats Going Straight 25 No Apparent Injury Not Cited 2017 2 2 Side Swipe Same F 0 29 EAGLE Rd 194 IC 46 EB Off Ramp 150 11/15/2017 12:41 jDay Cloudy Dry 12 10 0 1 Property Dmg Report S lCar Going Straight 183 No Apparent Injury DRIVINGA A A Observe&obey traffic control light 2017 1 14 Angle Failed to Obey Signal F 0 EAGLE Rd 184 IC 46 EB Off Ramp 50 11/15/2017 12:41 Day Cloudy Dry 2 0 0 Property Dmg Report E Car Turning Leff 19 No Apparent Injury Not Cited 2017 2 4 JArgle F 0 30 184 IC 46 EB Off Ramp Eagle Rd 49 10/31/201719:22 Dark,Street Lights On Clear Dry 2 0 2 Blnjury Accident E SUV/Crossover Going Straight 79 Suspected Minor Injury DRIVINGA A A Following too close 2017 1 2 Rear-End Following Too Close F 2 184 IC 46 EB Off Ramp Eagle Rd 49 10/31/201719:22 Dark,Street Lights On Clear Dry 2 0 2 B Injury Accident E Car Stopped in Traffic 23 Possible Injury 2017 2 2 Rear-End M 2 31 Eagle Rd 50.0000F N 50 184 IC 46 EB Off Ramp 10/23/201714:01 Day Clear Dry 2 0 0 Property Dmg Report S Pickup Starting in Traffic 30 No Apparent Injury DRIVINGA A A Start:pull out safely 2017 1 4 Rear-End Following Too Close M 0 Eagle Rd 50.0000 F N 50 184 IC 46 EB Off Ramp 10/23/2017 14:01 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Stopped in Traffic 29 No Apparent Injury 2017 2 4 Rear-End F 0 32 EAGLE Rd 1300.0000F N 52 184 IC 46 EB Off Ramp 10/17/201708:12 Day Clear Dry 2 0 0 Property Dmg Report S Car Going Straight 31 No Apparent Injury DRIVINGA A A Following too close 2017 1 2 Rear-End Following Too Close F 0 EAGLE Rd 1300.0000 F N 52 184 IC 46 EB Off Ramp 10/17/2017 08:12 Day Clear Dry 2 0 0 Property Dmg Report 5 SUV/Crossover Stopped in Traffic 35 No Apparent Injury Not Cited 2017 2 2 Rear-End F 0 33 Eagle Rd 1320.0000F S 30 184 IC 46 EB On Ramp 7/26/201717:01 Day Cloudy Dry 2 0 0 Property Dmg Report N SUV/Crossover Turning Left 20 No Apparent Injury DRIVINGA A A Use designated lane 2017 1 4 Side Swipe Same Improper Turn M 0 Eagle Rd 1320.0000 F 5 130 1841C 46 EB On Ramp 7/26/2017 17:01 IDay Cloudy Dry 12 10 0 1 Property Dmg Report N lPickup Going Straight 116 No Apparent Injury 2017 2 4 Side Swipe Same M 10 34 184 IC 46 EB Off Ramp 83.0000F W 29 Eagle Rd 6/24/201722:40 Dark,Street Lights On Clear Dry 1 0 1 Clnjury Accident E Car Going Straight 27 Possible Injury DUTA A A D.U.I.(.08) 2017 1 11 IDitch Alcohol Impaired M 1 35 Eagle Rd 306.0000F N 30 184 IC 46 EB Off Ramp 4/15/201709:00 Day Clear Dry 2 0 0 Property Dmg Report E Car Turning Leff 66 No Apparent Injury TURNINGA A A Improper left turn 2017 1 2 Side Swipe Same Improper Turn M 0 Eagle Rd 306.0000 F N 30 184 IC 46 EB Off Ramp 4/15/2017 09:00 Day Clear Dry 2 0 0 Property Dmg Report N Car Going Straight 15 No Apparent Injury 2017 2 2 Side Swipe Same F 0 36 EAGLE Rd 184 IC 46 EB Off Ramp 51 3/27/201716:15 Day Cloudy Dry 2 0 2 Clnjury Accident 5 Pickup Going Straight 32 Possible Injury DRIVINGA A A Observe&obey traffic control light 2017 1 3 Angle Turning Failed to Obey Signal F 2 EAGLE Rd 184 IC 46 EB Off Ramp 51 3/27/2017 16:15 Day Cloudy Dry 2 0 2 C Injury Accident E Pickup Turning Left 62 No Apparent Injury Not Cited 2017 2 3 Angle Turning M 2 37 Eagle Rd 50.0000 F N 50 1841C 46 EB Off Ramp 2/3/2017 18:50 Dark,Street Lights On Clear Wet 2 0 0 Property Dmg Report N Pickup Turning Leff 28 No Apparent Injury INSURANCEA A A Driver operate without insuranc 2017 1 3 Side Swipe Same ,Improper Lane Change M 0 Eagle Rd 50.0000 F N 50 184 IC 46 EB Off Ramp 2/3/2017 18:50 Dark,Street Lights On Clear Wet 2 0 0 Property Dmg Report N Car Turning Left 40 No Apparent Injury Not Cited 2017 2 3 Side Swipe Same F 0 38 EAGLE Rd 200.0000F 5 50 184 IC 46 EB Off Ramp 7/21/201611:48 Day Clear Dry 2 0 0 Property Dmg Report N Truck-3+Axle Going Straight 39 No Apparent Injury DRIVINGA A A Start:pull out safely 2016 1 2 Rear-End Following Too Close M 0 EAGLE Rd 200.0000 F S ISO 184 IC 46 EB Off Ramp 7/21/201611:48 Day lClear Dry 12 10 0 1 Property Dmg Report N 1SUWCrossover Slowing in Traffic 133 No Apparent Injury Not Cited 2016 2 2 Rear-End M 0 39 184 IC 46 EB Off Ramp Eagle Rd 31 7/6/201606:12 Day Clear Dry 2 0 0 Property Dmg Report E Pickup Turning Leff 32 No Apparent Injury REGISTERA A A Renew registration 2016 1 15 lAngle M 0 184 IC 46 EB Off Ramp Eagle Rd 31 7/6/201606:12 Day Clear Dry 2 0 0 Property Dmg Report N Pickup Going Straight 24 No Apparent Injury DRIVINGA A A Observe&obey traffic control light 2016 2 5 Angle Failed to Yield M 0 40 EAGLE Rd 300.0000F N 50 184 IC 46 EB Off Ramp 6/7/201615:03 Day Clear Dry 2 0 2 Alnjury Accident 5 SUV/Crossover Going Straight 26 No Apparent Injury DRIVINGA A A Following too close 2016 1 6 Rear-End Following Too Close M 2 EAGLE Rd 300.0000 F N 50 184 IC 46 EB Off Ramp 6/7/2016 15:03 Day Clear Dry 2 0 2 A Injury Accident S Car Stopped in Traffic 23 No Apparent Injury Not Cited 2016 2 6 Rear-End M 2 41 EAGLE Rd 184 IC 46 EB Off Ramp 50 6/5/201607:30 Day Clear Dry 2 0 1 B Injury Accident SE Car Turning Right 50 No Apparent Injury DRIVINGA A A Observe&obey traffic control light 2016 1 2 Angle Turning Failed to Obey Signal F 1 EAGLE Rd 184 IC 46 EB Off Ramp 50 6/5/201607:30 Day Clear Dry 2 0 1 Blnjury Accident S Motorcycle Going Straight 61 Suspected Minor Injury Not Cited 2016 2 2 Fell/Pushed/lumped M 1 42 EAGLE Rd 370.3000F N 51 184 IC 46 EB Off Ramp 5/18/201613:19 Day Clear Dry 2 0 0 Property Dmg Report 5 SUV/Crossover Slowing in Traffic 37 INo Apparent Injury DRIVINGA A A Inattentive or careless 2016 1 2 Rear-End Inattention F 0 EAGLE Rd 370.3000 F N 51 184 IC 46 EB Off Ramp 5/18/201613:19 Day Clear Dry 2 0 0 Property Dmg Report S Tractor-1 Trailer Stopped in Traffic 43 No Apparent Injury Not Cited 2016 2 2 Rear-End M 0 43 184 IC 46 EB Off Ramp 0.0100M W 29 Eagle Rd 2/17/201610:29 Day Cloudy lDry 12 10 0 Property Dmg Report E SUV/Crossover Starting in Traffic 48 No Apparent Injury DRIVINGA A A Start:pull out safely 2016 1 3 Rear-End Other M 0 1841C 46 EB Off Ramp 0.0100 M W 29 Eagle Rd 2/17/201610:29 Day Cloudy Dry 2 0 0 Property Dmg Report E Van-1 to 8 seats Stopped in Traffic 46 No Apparent Injury Not Cited 2016 2 13 iRea,End F 0 44 184 IC 46 EB Off Ramp 5 Eagle Rd 49 7/18/201512:48 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Going Straight 19 No Apparent Injury DRIVINGA A A Observe&obey traffic control light 2015 1 4 Angle Turning Failed to Obey Signal M 0 184 IC 46 EB Off Ramp S Eagle Rd 49 7/18/201512:48 Day Clear Dry 2 0 0 Property Dmg Report E Car Turning Right 77 No Apparent Injury 2015 2 4 Angle Turning M 0 45 184 IC 46 EB Off Ramp 10.0000F W 49 Eagle Rd 6/22/201508:53 Day Clear Dry 2 0 1 Clnjury Accident E Car Right Turn on Red 26 No Apparent Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Turning Following Too Close M 1 184 IC 46 EB Off Ramp 10.0000F W 49 Eagle Rd 6/22/201508:53 Day Clear Dry 2 0 1 Clnjury Accident E Car Right Turn on Red 27 Possible Injury 2015 2 2 Rear-End Turning F 1 46 184 IC 46 EB Off Ramp Eagle Rd 50 5/24/201512:21 Day Clear Dry 2 0 2 B Injury Accident 5 Car Going Straight 20 No Apparent Injury DRIVINGA A A Observe&obey traffic control light 2015 1 5 Angle Failed to Obey Signal M 2 184 IC 46 EB Off Ramp Eagle Rd 50 5/24/201512:21 Day Clear Dry 2 0 2 Blnjury Accident E Car Turning Left 34 Suspected Minor Injury Not Cited 2015 2 5 Angle M 2 47 EAGLE Rd 100.0000E is 1 51 184 IC 46 EB On Ramp 5/18/201516:33 IDay ICIe.r Dry 2 0 11 B Injury Accident I N IC.r IGolng Straight 22 No Apparent Injury IDRIVINGA A A Following too close 2015 1 3 Rear-End Following Too Close F 1 EAGLE Rd 100.0000E Is 1 51 184 IC 46 EB On Ramp 5/18/201516:33 Day Clear Dry 2 0 11 IB Injury Accident IN ISUWCrossover IGoing Straight 65 No Apparent Injury 2015 2 3 Rear-End Im 1 48 EAGLE Rd 150.0000F N 1 51 184 IC 46 EB Off Ramp 3/16/201512:55 Day Cloudy 1Dry 2 0 0 Property Dmg Report 5 SUV/Crossover Going Straight 28 No Apparent Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close M 0 EAGLE Rd 150.0000 F N 51 184 IC 46 EB Off Ramp 3/16/2015 12:55 Day Cloudy Dry 2 0 0 Property Dmg Report S Pickup Stopped in Traffic 37 No Apparent Injury 2015 12 12 IRear-End M 0 49 1841C46EBOff Ramp JE.gle Rd 30 3/5/201512:44 Day Clear JDry 12 10 12 JAlnjury Accident JE JCar IStarting in Traffic 22 No Apparent Injury DRIVINGA A A Start:pull out safely 2015 11 13 IRea,End Inattention IF 2 184 IC 46 EB Off Ramp I lEagle Rd 30 3/5/201512:44 Day Clear IDry 12 10 12 JAlnjury Accident JE ISUWCrossover IStopped in Traffic 41 Possible Injury DRIVERS LICENSEA A A Failure to have current anc 2015 12 13 IRea,End IF 2 gym VINGAAAStan:pullout safely MOO DRIVINGAAAlnanentiveor.reless ��© ©© •R ��© ©© Total Crashes: 102 Total Fatalities: 0 Total Units: 224 Total Injuries: 67 Total People: 302 Report Criteria: Intersection Analysis Report Accident# Streetl Isect Distance Direction From Intersection Street? Lane of Impact Reference Street Segment Code Accident Date Serial# Agency rose If Light Weather Wet/Dry Units Fatalities Injuries Severity Direction Unit Type Action Enry Citation fldAccidentYYYY Unit#Person Event Cant rib Cim Sex Number Of Injuries 83 OVERLAND Rd 80000000F W 51 EAGLE Rd 002590 4/8/201607:56 16C424270 16-2095 Day Clear Dry 2 0 1 C Injury Accident E SUV/Crossover Changing Lanes pparent Injury DRIVINGA A A Use designated lane 2016 1 2 Side Swipe Same Improper Lane Change F 1 OVERLAND Rd 800.0000F W 51 EAGLE Rd 002590 4/8/201607:56 16C424270 16-2095 Day Clear Dry 2 0 1 C Injury Accident E Car Stopped in Traffic sible Injury Not Cited 2016 2 2 Side Swipe Same M 1 84 Overland Rd 2000.0000F W 51 Eagle Rd 002590 3/15/201616:11 16C423144 16-1612 Day Rain Wet 3 0 0 Property Dmg Report E Pickup Going Straight Apparent Injury DRIVINGA A A Following too close 2016 1 4 Rear-End ,Following Too Close M 0 Overland Rd 2000.0000 F W 51 Eagle Rd 002590 3/15/201616:31 16C423144 16-1612 Day Rain Wet 3 0 0 Property Dmg Report E Car Stopped in Traffic Apparent Injury Not Cited 2016 2 4 Rear-End F 0 Overland Rd 2000.0000 F W 51 Eagle Rd 002590 3/15/201616:31 16C423144 16-1612 Day Rain Wet 3 0 0 Property Dmg Report E Car Stopped in Traffic Apparent Injury Not Cited 2016 3 4 Rear-End M 0 85 EAGLE Rd 350,0000F S 51 OVERLAND Rd 002005 3/4/201612:27 16C422230 16-1397 Day Clear Dry 2 0 0 Property Dmg Report N Car Going Straight Apparent Injury DRIVINGA A A Following too close 2016 1 3 Rear-End ,Following Too Close F 0 EAGLE Rd 350.0000 F S 51 OVERLAND Rd 002005 3/4/201612:27 16C422230 16-1397 Day Clear Dry 2 0 0 Property Dmg Report N SUV/Crossover Stopped in Traffic Apparent Injury Not Cited 2016 2 3 Rear-End F 0 86 Eagle Rd Overland Rd 53 002005 2/4/201614:11 16C420853 16-0738 Day Cloudy Dry 2 0 0 Property Dmg Report 5 Tractor-1Trailer Turning Left Apparent Injury TURNINGA A A Signal and with reasonable safety 2016 1 2 Side Swipe Same Improper Turn M 0 Eagle Rd Overland Rd 53 002005 2/4/201614:11 16C420853 16-0738 Day Cloudy Dry 2 0 0 Property Dmg Report 5 SUV/Crossover Turning Left Apparent Injury Not Cited 2016 2 2 ISide Swipe Same F 10 87 Overland Rd Eagle Rd 51 002590 2/13/201607:36 16C420837 16-0929 Day Clear Dry 2 0 0 Property Dmg Report W SUV/Crossover JG,ing Straight 53 NO Apparent Injury DRIVINGA A A Observe&obey traffic control light 2016 1 2 Angle ,Failed to Obey Signal F 0 Overland Rd Eagle Rd 51 002590 2/13/201607:36 16C420837 16-0929 Day Clear Dry 2 0 0 Property Dmg Report N SUV/Crossover Starting in Traffic 26 No Apparent Injury 2016 2 2 Angle M 0 88 OVERLAND Rd EAGLE Rd 50 002005 1/31/201617:02 16C420828 16-0649 Day Cloudy Dry 2 0 0 Property Dmg Report 5 Pickup Going Straight 21 NO Apparent Injury DRIVINGA A A Inattentive or careless 2016 1 2 Angle ,Inattention M 0 OVERLAND Rd EAGLE Rd 50 002005 1/31/201617:02 16C420828 16-0649 Day Cloudy Dry 2 0 0 Property Dmg Report W Pickup Going Straight 59 No Apparent Injury Not Cited 2016 2 2 Angle M 0 89 Eagle Rd 2000.0000F N 50 Overland Rd 002005 2/14/201618:39 16C420710 16-0971 Dark,Street Lights On Cloudy Wet 2 0 0 Property Dmg Report N Car Going Straight 35 NO Apparent Injury DRIVINGA A A Following too close 2016 1 5 Rear-End ,Following Too Close M 0 Eagle Rd 2000.0000 F N 50 Overland Rd 002005 2/14/201618:39 16C420710 16-0971 Dark,Street Lights On Cloudy Wet 2 0 0 Property Dmg Report N SUV/Crossover Stopped in Traffic 34 No Apparent Injury 2016 2 5 Rear-End M 0 90 OVERLAND Rd 30.0000 F W 51 EAGLE Rd 002590 1/9/201619:43 16C417528 16-0191 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report E Car Backing 43 No Apparent Injury DRIVINGA AA Improper,unsafe backing 2016 1 2 Backed Into ,Improper Backing F 0 OVERLAND Rd 30.0000 F W 51 EAGLE Rd 002590 1/9/201619:43 16C417528 16-0191 Dark,Street Lights On Clear Dry 2 0 0 Property Dmg Report E Motorcycle Stopped in Traffic 30 No Apparent Injury Not Cited 2016 2 2 Backed Into M 0 91 Eagle Rd I Overland Rd 52 002005 12/31/201521:57 15C416976 I5-7704 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Right Turn on Red 36 NO Apparent Injury DRIVINGA A A Start:pull out safely 2015 1 4 Head-On Turning Failed to Yield F 0 Eagle Rd Overland Rd 52 002005 12/31/2015 21:57 15C416976 15-7704 Day Clear Dry 2 10 10 Property Dmg Report N ICar Turning Left 117 No Apparent Injury Not Cited 2015 2 4 Head-On Turning F 0 92 EAGLE Rd 1140.0000F N 51 Overland Rd 002005 12/18/201513:54 15C414808 15-7408 Day Cloudy Wet 2 0 2 C Injury Accident N Car Starting in Traffic 26 Possible Injury DRIVINGA A A Following too close 2015 1 2 Rear-End Following Too Close M 2 EAGLE Rd 1140.0000F N 51 Overland Rd 002005 12/18/201513:54 15C414808 15-7408 Day Cloudy Wet 2 0 2 C Injury Accident N Pickup Stopped in Traffic 33 Possible Injury Not Cited 2015 2 2 Rear-End M 2 93 EAGLE Rd 250,0000F S 50 OVERLAND Rd 002005 11/24/201509:23 15C412977 15-6878 Day Cloudy Dry 3 0 2 A Injury Accident N Car Starting in Traffic 42 NO Apparent Injury DRIVINGA A A Start:pull out safely 2015 1 3 Rear-End Inattention F 2 EAGLE Rd 250,0000F S 50 OVERLAND Rd 002005 11/24/201509:23 15C412977 I5-6878 Day Cloudy Dry 3 0 2 A Injury Accident N Car Stopped in Traffic 20 Suspected Serious Injury Not Cited 2015 2 3 Rear-End F 2 EAGLE Rd 250,0000F S 50 OVERLAND Rd 002005 11/24/201509:23 15C412977 I5-6878 Day Cloudy Dry 3 0 2 A Injury Accident N Car Stopped in Traffic 66 Suspected Minor Injury Not Cited 2015 3 3 Rear-End M 2 94 Overland Rd Eagle Rd 50 002590 11/24/201519:42 15C412900 I5-6895 Dark,Street Lights On Rain Water B€"standing/moving 2 0 0 Property Dmg Report E Car Turning Left 19 NO Apparent Injury INSURANCEA A A Display to police officer 2015 1 2 Head-On Turning Overcorrected M 0 Overland Rd Eagle Rd 50 002590 11/24/201519:42 15C412900 I5-6895 Dark,Street Lights On Rain Water 8€"standing/moving 2 0 0 Property Dmg Report W Car Turning Right 38 No Apparent Injury 2015 2 2 Head-On Turning M 0 95 Eagle Rd 20.0000F IN 50 Overland Rd 002005 9/27/201513:33 15CM8612 I5-5616 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Slowing in Traffic 18 NO Apparent Injury DRIVINGA A A Following too close 2015 1 3 Rear-End Inattention M 0 Eagle Rd 20.0000 F N 50 Overland Rd 002005 9/27/2015 13:33 15CM8612 15-5616 Day Clear Dry 2 0 0 Property Dmg Report 5 Pickup Stopped in Traffic 40 No Apparent Injury Not Cited 2015 2 3 Rear-End M 0 96 Eagle Rd Overland Rd 51 002005 9/15/201518:05 15CM7056 15-5370 Dawn or Dusk Cloudy Wet 2 0 0 Property Dmg Report N Car Going Straight 15 No Apparent Injury DRIVINGA AA Following too close 2015 1 14 Rear-End Following Too Close M 0 Eagle Rd Overland Rd 51 002005 9/15/201518:05 15CM7056 15-5370 Dawn or Dusk ICIoudy Wet 2 0 0 Property Dmg Report N Car Stopped in Traffic 26 No Apparent Injury 2015 2 4 Rear-End M 0 97 EAGLE Rd 5.0000 F N 49 OVERLAND Rd 002005 8/11/2015 13:06 15C403944 15-4612 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Starting in Traffic 19 No Apparent Injury 2015 1 2 Rear-End Other F 0 EAGLE Rd 5.0000 F N 49 OVERLAND Rd 002005 8/11/2015 13:06 15C403944 15-4612 Day Clear Dry 20 0 Property Dmg Report 5 SUV/Crossover Turning Right 63 No Apparent Injury 2015 2 2 Rear-End F 0 98 EAGLE Rd 20.0000 F N 49 OVERLAND Rd 002005 7/30/2015 15:31 15C403630 15-4336 Day Clear Dry 2 0 0 Property Dmg Report 5 SUV/Crossover Stopped in Traffic 61 No Apparent Injury Not Cited 2015 1 2 Rear-End F 0 EAGLE Rd 20.0000F N 49 OVERLAND Rd 002005 7/30/201515:31 15CM3630 154336 Day Clear Dry 2 0 0 Property Dmg Report 5 Car Going Straight 999 Unknown DRIVINGA A A Following too close 2015 2 2 Rear-End Following Too Close M 0 99 EAGLE Rd 10.0000F N 51 OVERLAND Rd 002005 5/22/201515:11 I5C398130 I5-2782 Day Cloudy Dry 3 0 2 C Injury Accident N Car Going Straight 18 NO Apparent Injury DRIVINGA A A Following too close 2015 1 3 Rear-End Following Too Close F 2 EAGLE Rd 10.0000E IN 1 151 JOVERILAND Rd 1002005 5/22/201535:11 I5C398130 I5-2782 Day Cloudy IDry 13 10 12 IC Injury Accident N Car Going Straight 40 Possible Injury 1 2015 2 3 jRca,Edd M 2 EAGLE Rd 10.0000E IN 1 151 JOVERILAND Rd 1002005 5/22/201535:11 I5C398130 I5-2782 Day Cloudy IDry 13 10 12 IC Injury Accident N SUV/Crossover Going Straight 49 Possible Injury 1 2015 3 3 Rear-End F 12 100 OVERLAND 10.0000F W 152 JEAGLE 1002590 4/30/20151155 I5C396460 I5-2306 Day Clear Dry 2 0 0 Property Dmg Report E Car Going Straight 28 NO Apparent Injury DRIVINGA A A Inattentive or careless 2015 1 2 Rear-End Inattention F 0 OVERLAND 10.0000 F W 52 EAGLE 002590 4/30/2015 11:55 I5C396460 I5-2306 Day Clear Dry 2 0 0 Property Dmg Report E Car Stopped in Traffic 43 No Apparent Injury 2015 2 2 Rear-End F 0 101 OVERLAND Rd EAGLE Rd 51 002590 3/2]/201510:27 I5C394576 IS-1621 Day Clear Dry 1 0 1 Clnjury Accitlent W Car Going Straight 50 Possible Injury 2015 1 1 Other M I 102 OVERLAND Rd SO.0000F E 51 EAGLE Rd 002590 3/20/201517:57 ISC394128 IS-1504 Day Clear Dry 2 0 1 C Injury Accident W Car Going Straight 32 Possible Injury 2015 1 4 Rear-End Inattention F I OVERLAND Rd 50.0000E JE 51 EAGLE Rd 002590 3/20/201517:57 ISC394128 IS-1504 Day Clear Dry 2 0 1 Clnjury Accident W Car Stopped in Traffc 63 NO Apparent Injury 2015 2 4 Rear-End F 1 Total Crashes: 14 Total Fatalities: 0 Total Units: 31 Total Injuries: 18 Total People: 42 Report Criteria: Intersection Analysis Report Accident p Streetl Isect Distance Direction From Intersection Street2 Lane of Impact Reference Street Accident Date Light Weather Wet/Dry Units Fatalities Injuries Severity Direction Unit Type Action Age Injury Citation RdAccidentYYYY Unit N Person Event Contrib Circ Sex Number Of Injuries 1 OVERLAND Rd WELLS Ave 51 12/6/201908:53 Day Cloudy Dry 2 0 0 Property Dmg Report N Pickup Turning Left 58 No Apparent Injury DRIVINGA A A Stop for stop sign 2019 1 3 Angle Turning Failed to Yield M 0 OVERLAND Rd WELLS Ave 51 12/6/201908:53 Day Cloudy Dry 2 0 0 Property Dmg Report E Car Going Straight 19 No Apparent Injury Not Cited 2019 2 3 Angle Turning M 0 2 OVERLAND Rd 50.0000F E 50 WELLS Ave 11/14/201915:01 Day Clear Dry 2 0 0 Property Dmg Report E SUV/Crossover Going Straight 16 No Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 2 Rear-End ,Inattention M 0 OVERLAND Rd 50.0000 F E 50 WELLS Ave 11/14/201915:01 Day Clear Dry 2 0 0 Property Dmg Report E Pickup Stopped in Traffic 56 No Apparent Injury Not Cited 2019 2 2 Rear-End M 0 3 OVERLAND Rd WELLS Ave 51 10/11/201914:50 Day Clear Dry 4 0 4 Blnjury Accident N SUV/Crossover Turning Left 46 Suspected Minor Injury DRIVINGA A A Stop for stop sign 2019 1 9 Angle Turning Failed to Yield F 4 OVERLAND Rd WELLS Ave 51 10/11/201914:50 Day Clear Dry 4 0 4 Blnjury Accident E Pickup Going Straight 48 No Apparent Injury Not Cited 2019 2 9 Angle Turning M 4 OVERLAND Rd WELLS Ave 51 10/11/201914:50 Day Clear Dry 4 0 4 Blnjury Accident E Car Going Straight 19 Possible Injury Not Cited 2019 3 9 Rear-End M 4 OVERLAND Rd WELLS Ave 51 10/11/201914:50 Day Clear Dry 4 0 4 Blnjury Accident W Car Going Straight 45 No Apparent Injury Not Cited 2019 4 9 Struck by Falling/Shirting Cargo or Anything set in motion by a motor vehicle M 4 4 JOVERLAND Rd 60.0000F W 99 IWELLS Ave 5/8/201914:00 Day IClear Dry 12 10 1 IC Injury Accident W SUV/Crossover Going Straight 27 INo Apparent Injury DRIVINGA A A Inattentive or careless 2019 1 2 Rear-End ,Inattention M 1 OVERLAND Rd 60.0000F W 99 WELLS Ave 5/8/201914:00 Day Clear Dry 2 0 1 C Injury Accident W Car Stopped in Traffic 56 Possible Injury Not Cited 2019 2 2 Rear-End F 1 5 OVERLAND Rd WELLS Ave 50 2/22/201908:35 Day Clear Dry 2 0 0 Property Dmg Report W Car Turning Left 23 No Apparent Injury YIELDA A A Left turns 2019 1 2 Angle Turning ,Failed to Yield F 0 OVERLAND Rd WELLS Ave 50 2/22/201908:35 Day Clear Dry 2 0 0 Property Dmg Report E Car Going Straight 29 No Apparent Injury Not Cited 2019 2 2 Angle Turning M 0 6 OVERLAND Rd 140.0000F W 51 WELLS Ave 10/16/201807:42 Day Clear Dry 2 0 0 Property Dmg Report E Car Going Straight 20 No Apparent Injury DRIVINGA A A Following too close 2018 1 2 Rear-End ,Following Too Close M 0 OVERLAND Rd 140.0000F W 51 WELLS Ave 10/16/201807:42 Day Clear Dry 2 0 0 Property Dmg Report E Car Slowing in Traffic 17 No Apparent Injury Not Cited 2018 2 2 Rear-End M 0 7 OVERLAND Rd 55.0000F W 50 WELLS Ave 9/7/201815:03 Day Clear Dry 2 0 3 C Injury Accident E Pickup Going Straight 15 No Apparent Injury DRIVINGA A A Inattentive or careless 2018 1 5 Rear-End Inattention M 3 OVERLAND Rd 55.0000F W 50 WELLS Ave 9/7/201815:03 Day Clear Dry 2 0 3 C Injury Accident E Pickup Slowing in Traffic 42 Possible Injury Not Cited 2018 2 5 Rear-End F 3 8 IOVERLAND Rd 95.0000F W 51 WELLS Ave 2/13/201807:58 Day IClear Dry 2 0 11 C Injury Accident E SUV/Crossover IGoing Straight 20 No Apparent Injury DRIVINGA A A Following too close 2018 1 12 Rear-End ,Following Too Close F 1 OVERLAND Rd 95.0000F W 51 IWELLS Ave 2/13/201807:58 Day Clear Dry 2 10 1 C Injury Accident E SUV/Crossover Stopped in Traffic 47 Possible Injury Not Cited 2018 2 2 Rear-End F 1 9 OVERLAND Rd WELLS Ave 50 6/29/201718:13 Day Clear Dry 2 0 2 A Injury Accident W Pickup Turning Left 32 No Apparent Injury YIELDA A A Left turns 2017 1 3 Head-On Turning Failed to Yield M 2 OVERLAND Rd WELLS Ave 50 6/29/201718:13 Day Clear Dry 2 0 2 A Injury Accident E Motorcycle Going Straight 46 Suspected Serious Injury Not Cited 2017 2 3 Head-On Turning M 2 30 OVERLAND Rd WELLS Ave 50 12/17/201610:22 Day Snow Ice 2 0 2 Clnjury Accident N SUV/Crossover Turning Right 46 Possible Injury YIELDA A A From alley,driveway,other 2016 1 2 Rear-End Failed to Yield F 2 OVERLAND Rd WELLS Ave 50 12/17/201610:22 Day Snow Ice 2 0 2 Clnjury Accident E Car Going Straight 26 Possible Injury Not Cited 2016 2 2 Rear-End F 2 11 OVERLAND Rd 85.0000F E 50 WELLS Ave 12/7/201617:39 Dark,Street Lights On Clear Dry 3 0 2 C Injury Accident W Car Going Straight 24 Possible Injury DRIVINGA A A Inattentive or careless 2016 1 3 Rear-End Inattention F 2 OVERLAND Rd 85.0000F E 50 WELLS Ave 12/7/201617:39 Dark,Street Lights On Clear Dry 3 0 2 C Injury Accident W Car Stopped in Traffic 62 Possible Injury Not Cited 2016 2 3 Rear-End M 2 OVERLAND Rd 85.0000F E 50 WELLS Ave 12/7/201617:39 Dark,Street Lights On Clear Dry 3 0 2 IC Injury Accident W Icar Starting in Traffic 50 No Apparent Injury Not Cited 2016 3 3 Rear-End F 2 12 OVERLAND Rd WELLS Ave 150 6/23/201616:22 JDay Clear Dry 2 0 2 Blnjury Accident N Car ITurning Left 161 ISuspected Minor Injury TURNINGA A A Improper left turn 2016 11 12 Angle Failed to Obey Stop Sign F 2 OVERLAND Rd WELLS Ave 150 1 6/23/201616:22 Day Clear lDry 12 110 2 Blnjury Accident E Car Going Straight 31 Suspected Minor Injury Not Cited 2016 2 2 Angle M 2 13 Overland Ave S Wells Ave 50 1/17/201609:34 Day Clear Ice 2 0 0 Property Dmg Report E Pickup Turning Right 20 No Apparent Injury SPEEDA A A Reasonable and prudent-conditions/2016 1 2 Angle ,Speed Too Fast For Conditions M 0 Overland Ave S Wells Ave 50 1/17/201609:34 Day Clear Ice 2 0 0 Property Dmg Report N Pickup Other 21 1 No Apparent Injury 2016 2 2 Angle F 0 14 OVERLAND Rd 50.0000F W 151 IWELL5Ave 9/21/201517:52 Day Clear lDry 12 10 1 C Injury Accident W Car Going Straight 18 INo Apparent Injury DRIVINGA A A Following too close 2015 1 3 Rear-End Following Too Close M 1 OVERLAND Rd 50.0000F W 151 JVJELLSAve 9/21/201517:52 Day Clear lDry 12 10 1 C Injury Accident W Car Stopped in Traffic 34 INo Apparent Injury Not Cited 2015 2 3 Rear-End F 1 Appendix C Traffic Volume Worksheets Meridian Multifamily 5CJ ALLIANCE AM Peak Hour Volumes C C N S-T4NG SEFv IC ES FExisting Background Background WinCo Intersection 1 20202022 i� Volumes Rates Growth Pipeline Volumes Traffic Volumm L 0 0.0% 0 0 0 0 0 EB T 0 0.0% 0 0 0 0 0 R 0 0.0% 0 0 0 0 0 1 L 386 3.2% 25 0 411 11 422 1-84 WB Ramps WB T 2 3.2% 0 0 2 0 2 S Eagle Rd R 812 3.2% 152 0 864 0 1864 L 292 1.5% 9 0 301 0 301 TMC Date:09/01/2020 NB T 1,462 1.5% 44 0 1,506 12 1,518 R 0 1.5% 0 0 0 0 0 7:15-8:15 L 0 1.5% 0 0 0 0 0 PHF:0.96 SB T 1,171 1.5% 35 0 1,206 4 1210 R 604 1.5% 18 0 622 0 622 4,729 27 4,939 L 940 1.4% 26 0 966 0 966 EB T 0 1.4% 0 0 0 0 0 R 371 1.4% 10 0 381 0 381 2 L 0 0.0% 10 0 0 0 10 1-84 EB Ramps WB T 0 0.0% 0 0 0 0 0 S Eagle Rd R 0 0.0% 0 0 0 0 0 L 0 1.2% 0 0 0 0 0 TMC Date:09/03/2020 NB T 840 1.2% 20 0 860 12 872 R 783 1.2% 19 0 802 30 832 7:30-8:30 L 1 0 1.2% 0 0 0 0 10 PHF:0.92 SB T 820 1.2% 20 0 840 15 855 R 718 1.2% 17 0 735 0 735 4,472 4,641 L 441 0.8% 7 0 448 42 490 EB T 538 0.8% 9 0 547 24 571 R 1 113 0.8% 2 0 115 5 120 3 L 63 1.7% 2 0 65 0 65 E Overland Rd WB T 317 1.7% 11 0 328 9 337 S Eagle Rd R 400 1.7% 14 0 414 0 414 L 105 1.1% 2 0 107 2 109 TMC Date:10/15/2020 NB T 862 1.1% 19 0 1 881 0 881 R 24 1.1% 1 0 25 0 25 7:30-8:30 L 368 1.1% 8 0 376 0 376 PHF:0.88 SB T 574 1.1% 13 0 587 0 587 R 268 1.1% 6 0 274 15 289 4,073 4,264 L 0 0.7% 0 9 9 8 17 EB T 959 0.7% 13 0 972 0 972 R 65 0.7% 1 0 66 0 66 4 L 113 0.7% 2 0 115 0 115 E Overland Rd WB T 635 0.7% 9 0 644 0 644 S Wells Ave R 0 0.7% 0 59 59 26 85 L 42 3.2% 3 0 45 0 45 TMC Date:10/29/2020 NB T 0 3.2% 0 3 3 0 3 R 55 3.2% 4 0 59 0 59 7:15-8:15 L 0 0% 0 13 13 72 85 PHF:0.86 SB T 0 0% 0 5 5 1 6 R 0 0% 0 81 81 23 104 1,869 Meridian Multifamily 5CJ ALLIANCE AM Peak Hour Volumes CONS—T4NG SEFv IC ES FExisting Background Background WinCo Baseline Intersection 2020 Growth Foods 2022 i�l Volumes Rates Growth Pipeline Volumes TrafriM�� L 0 0% 0 0 0 0 0 EB T 0 0% 0 0 0 0 0 R 0 0% 0 79 79 0 79 5 L 0 0% 0 0 0 67 67 Cinema Dr/South Site Driveway WB T 0 0% 0 0 0 0 0 S Wells Ave R 0 0% 0 0 0 0 0 L 0 0% 0 57 57 0 57 NB T 0 0% 0 14 14 10 24 R 0 0% 0 0 0 24 24 L 0 0% 0 0 0 0 0 SB T 0 0% 0 20 20 29 49 R 0 0% 0 0 0 0 0 L 0 0% 0 0 0 0 0 EB T 0 0% 0 0 0 0 0 R 0 0% 0 0 0 0 0 6 L 0 0% 0 0 0 29 29 North Site Driveway W B T 0 0% 0 0 0 0 0 S Wells Ave R 0 0% 0 0 0 0 0 L 0 0% 0 0 0 0 0 NB T 0 0% 0 0 0 0 0 R 0 0% 0 0 0 10 10 L 0 0% 0 0 0 0 0 SB T 0 0% 0 0 0 0 0 R 0 0% 0 0 0 0 0 Meridian Multifamily 7CJ ALLIANCE PM Peak Hour Volumes 111116 Intersection Movement Growth so Foods 71 Volumes Rates no Growth Pipeline L 0 0.0% 0 0 0 0 0 EB T 0 0.0% 0 0 0 0 0 R 0 0.0% 0 0 0 0 0 1 L 607 3.2% 39 0 646 30 676 1-84 WB Ramps WB T 0 3.2% 0 0 0 0 0 S Eagle Rd R 1,092 3.2% 70 0 1,162 0 1,162 L 289 1.5% 9 0 298 0 298 TMC Date:08/27/2020 NB T 1,319 1.5% 40 0 1,359 7 1,366 R 0 1.5% 0 0 0 0 0 4:00-5:00 L 0 1.5% 0 0 0 0 0 PHF:0.96 SB T 1,469 1.5% 44 0 1,513 12 1525 R 1,038 1.5% 31 0 1,069 0 1,069 L 717 1.4% 20 0 737 0 737 EB T 0 1.4% 0 0 0 0 0 R 474 1.4% 13 0 487 0 487 2 L 0 0.0% 0 0 0 0 0 1-84 EB Ramps WB T 0 0.0% 0 0 0 0 0 S Eagle Rd R 0 0 0 0 0 0 L 0 1.2% 0 0 0 0 0 TMC Date:09/02/2020 NB T 904 1.2% 22 0 926 7 933 R 550 1.2% 13 0 563 20 583 4:30-5:30 L 0 1.2% 0 0 0 0 0 PHF:0.95 SB T 1,355 1.2% 33 0 1,388 42 1430 R 858 1.2% 21 0 879 0 879 L 427 0.8% 7 0 434 27 461 EB T 491 0.8% 8 0 499 15 514 R 130 0.8% 2 0 132 3 135 3 L 160 1.7% 5 0 165 0 165 E Overland Rd WB T 705 1.7% 24 0 729 24 753 S Eagle Rd R 461 1.7% 16 0 477 0 477 L 183 1.1% 4 0 187 5 192 TMC Date:10/15/2020 NB T 751 1.1% 17 0 768 0 768 R 56 1.1% 1 0 57 0 57 4:45-5:45 L 424 1.1% 9 0 433 0 433 PHF:0.97 SB T 995 1.1% 22 0 1,017 0 1017 R 439 1.1% 10 0 449 42 491 L 0 0.7% 0 50 50 23 73 EB T 896 0.7% 13 -44 865 0 865 R 53 0.7% 1 0 54 0 54 4 L 94 0.7% 1 0 95 0 95 E Overland Rd WB T 1,238 0.7% 17 -30 1,225 0 1225 S Wells Ave R 0 0.7% 0 211 211 72 283 L 52 3.2% 3 0 55 0 55 TMC Date:10/29/2020 NB T 0 3.2% 0 12 12 1 13 R 98 3.2% 6 0 104 0 104 4:30-5:30 L 0 0.0% 0 43 43 46 89 PHF:0.95 SB T 0 0.0% 1 0 12 12 1 13 R 0 0.0% 1 0 224 224 15 239 Meridian Multifamily 7CJ ALLIANCE PM Peak Hour Volumes WHOMBackground.&,Background WinCc, Intersection Movement FEMP1111111-1111 Growth so Foods 71 Volumes Rates Growth Pipeline L 0 0.0% 0 0 0 0 0 EB T 0 0.0% 0 0 0 0 0 R 0 0.0% 0 224 224 0 224 5 L 0 0.0% 0 0 0 43 43 Cinema Dr/South Site Driveway WB T 0 0.0% 0 0 0 0 0 S Wells Ave R 0 0.0% 0 0 0 0 0 L 0 0.0% 0 220 220 0 220 NB T 0 0.0% 0 55 55 29 84 R 0 0.0% 0 0 0 67 67 L 0 0.0% 0 0 0 0 0 SB T 0 0.0% 0 55 55 19 74 R 0 0.0% 0 0 0 0 0 L 0 0.0% 0 0 0 0 0 EB T 0 0.0% 0 0 0 0 0 R 0 0.0% 0 0 0 0 0 6 L 0 0.0% 0 0 0 19 19 North Site Driveway WB T 0 0.0% 0 0 0 0 0 S Wells Ave R 0 0.0% 0 0 0 0 0 L 0 0.0% 0 0 0 0 0 NB T 0 0.0% 0 0 0 0 0 R 0 0.0% 0 0 0 29 29 L 0 0.0% 0 0 0 0 0 SB T 0 0.0% 0 0 0 0 0 R 0 0.0% 0 0 0 0 0 Appendix D Operational Analysis Worksheets Lanes, Volumes, Timings Existing 2020 1: S Eagle Rd & 1-84 WB Ramps AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 385 0 810 290 1460 0 0 1170 605 Future Volume(vph) 0 0 0 385 0 810 290 1460 0 0 1170 605 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 1 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 10.0 50.0 50.0 50.0 Total Split(s) 36.0 36.0 25.0 33.0 99.0 91.0 91.0 Total Split(%) 22.5% 22.5% 15.6% 20.6% 61.9% 56.9% 56.9% Maximum Green(s) 30.0 30.0 20.0 28.0 92.5 85.0 85.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 1.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 5.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 3(2%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 105 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramps 02 03 04 4 38 0 J Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Existing 2020 1: S Eagle Rd & 1-84 WB Ramps AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 385 0 810 290 1460 0 0 1170 605 Future Volume(vph) 0 0 0 385 0 810 290 1460 0 0 1170 605 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 5.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 1.00 0.95 0.91 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1593 2640 1676 3353 4818 1500 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1593 2640 1676 3353 4818 1500 Peak-hour factor, PHF 0.96 0.96 0.96 0.81 0.81 0.81 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 0 0 0 475 0 1000 309 1553 0 0 1300 672 RTOR Reduction(vph) 0 0 0 0 0 39 0 0 0 0 0 288 Lane Group Flow(vph) 0 0 0 237 238 961 309 1553 0 0 1300 384 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 27.3 27.3 53.2 30.7 89.3 85.0 85.0 Effective Green,g(s) 27.3 27.3 53.2 30.7 89.3 85.0 85.0 Actuated g/C Ratio 0.17 0.17 0.33 0.19 0.56 0.53 0.53 Clearance Time(s) 6.0 6.0 5.0 5.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 271 271 960 321 1871 2559 796 v/s Ratio Prot c0.16 c0.18 c0.46 0.27 v/s Ratio Perm 0.15 0.15 0.20 0.26 v/c Ratio 0.87 0.88 1.00 0.96 0.83 0.51 0.48 Uniform Delay,d1 64.7 64.7 53.4 64.1 29.1 24.1 23.6 Progression Factor 1.00 1.00 1.00 1.04 0.95 1.00 1.00 Incremental Delay,d2 25.3 25.8 29.4 33.8 3.4 0.7 2.1 Delay(s) 90.0 90.5 82.8 100.5 31.1 24.8 25.7 Level of Service F F F F C C C Approach Delay(s) 0.0 85.2 42.7 25.1 Approach LOS A F D C Intersection Summary HCM 2000 Control Delay 48.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.94 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 17.5 Intersection Capacity Utilization 82.1% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Existing 2020 1: S Eagle Rd & 1-84 WB Ramps AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(veh/h) 0 0 0 385 0 810 290 1460 0 0 1170 605 Future Volume(veh/h) 0 0 0 385 0 810 290 1460 0 0 1170 605 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 475 0 0 309 1553 0 0 1300 672 Peak Hour Factor 0.81 0.81 0.81 0.94 0.94 0.94 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2 Cap,veh/h 529 0 295 2576 0 0 2719 844 Arrive On Green 0.16 0.00 0.00 0.17 0.77 0.00 0.00 0.56 0.56 Sat Flow,vehlh 3375 0 3003 1688 3455 0 0 4997 1502 Grp Volume(v),veh/h 475 0 0 309 1553 0 0 1300 672 Grp Sat Flow(s),vehlh/In 1688 0 1502 1688 1683 0 0 1612 1502 Q Serve(g_s),s 22.1 0.0 0.0 28.0 32.2 0.0 0.0 25.7 56.7 Cycle Q Clear(g_c),s 22.1 0.0 0.0 28.0 32.2 0.0 0.0 25.7 56.7 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 529 0 295 2576 0 0 2719 844 V/C Ratio(X) 0.90 0.00 1.05 0.60 0.00 0.00 0.48 0.80 Avail Cap(c_a),veh/h 633 0 295 2576 0 0 2719 844 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 66.2 0.0 0.0 66.0 8.2 0.0 0.0 21.0 27.8 Incr Delay(d2),s/veh 14.1 0.0 0.0 65.0 1.1 0.0 0.0 0.6 7.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 10.6 0.0 0.0 17.4 11.2 0.0 0.0 10.0 22.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 80.3 0.0 0.0 131.0 9.2 0.0 0.0 21.6 35.4 LnGrp LOS F A F A A A C D Approach Vol,veh/h 475 A 1862 1972 Approach Delay,s/veh 80.3 29.4 26.3 Approach LOS F C C Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 31.1 33.0 95.9 128.9 Change Period (Y+Rc),s 6.0 5.0 6.0 6.5 Max Green Setting(Gmax),s 30.0 28.0 85.0 92.5 Max Q Clear Time(g_c+11),s 24.1 30.0 58.7 34.2 Green Ext Time(p-c),s 1.0 0.0 14.8 20.1 Intersection Summary HCM 6th Ctrl Delay 33.6 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Existing 2020 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 940 370 0 840 820 0 Future Volume(vph) 940 370 0 840 820 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Storage Length(ft) 350 0 0 0 Storage Lanes 2 1 0 0 Taper Length(ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 30 30 30 Link Distance(ft) 1089 863 812 Travel Time(s) 24.8 19.6 18.5 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Detector Phase 6 4 8 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split(s) 23.5 24.0 24.0 24.0 Total Split(s) 40.0 40.0 40.0 40.0 Total Split(%) 50.0% 50.0% 50.0% 50.0% Maximum Green(s) 34.5 34.0 34.0 34.0 Yellow Time(s) 4.0 5.0 5.0 5.0 All-Red Time(s) 1.5 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min C-Min Intersection Summary Area Type: Other Cycle Length:80 Actuated Cycle Length:80 Offset:37(46%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:50 Control Type:Actuated-Coordinated Splits and Phases: 2:S Eagle Rd&1-84 EB Ramp 06 � 04 rR'- t08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Existing 2020 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 940 370 0 840 820 0 Future Volume(vph) 940 370 0 840 820 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.5 6.0 6.0 6.0 Lane Util. Factor 0.97 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 Satd. Flow(prot) 3252 1500 3353 3353 Flt Permitted 0.95 1.00 1.00 1.00 Satd. Flow(perm) 3252 1500 3353 3353 Peak-hour factor, PHF 0.94 0.94 0.89 0.89 0.90 0.90 Adj. Flow(vph) 1000 394 0 944 911 0 RTOR Reduction(vph) 0 206 0 0 0 0 Lane Group Flow(vph) 1000 188 0 944 911 0 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Actuated Green,G(s) 30.4 38.1 38.1 38.1 Effective Green,g(s) 30.4 38.1 38.1 38.1 Actuated g/C Ratio 0.38 0.48 0.48 0.48 Clearance Time(s) 5.5 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1235 714 1596 1596 v/s Ratio Prot c0.31 c0.28 0.27 v/s Ratio Perm 0.13 v/c Ratio 0.81 0.26 0.59 0.57 Uniform Delay,d1 22.2 12.5 15.3 15.1 Progression Factor 1.00 1.00 0.94 0.91 Incremental Delay,d2 4.0 0.9 0.6 1.2 Delay(s) 26.2 13.4 14.9 14.9 Level of Service C B B B Approach Delay(s) 22.6 14.9 14.9 Approach LOS C B B Intersection Summary HCM 2000 Control Delay 18.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length(s) 80.0 Sum of lost time(s) 11.5 Intersection Capacity Utilization 82.1% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Existing 2020 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(veh/h) 940 370 0 840 820 0 Future Volume(veh/h) 940 370 0 840 820 0 Initial Q(Qb),veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,vehlh/In 1772 1772 0 1772 1772 0 Adj Flow Rate,veh/h 1000 394 0 944 911 0 Peak Hour Factor 0.94 0.94 0.89 0.89 0.90 0.90 Percent Heavy Veh, % 2 2 0 2 2 0 Cap,veh/h 1177 540 0 1672 1672 0 Arrive On Green 0.36 0.36 0.00 0.99 0.50 0.00 Sat Flow,vehlh 3274 1502 0 3544 3544 0 Grp Volume(v),veh/h 1000 394 0 944 911 0 Grp Sat Flow(s),vehlh/In 1637 1502 0 1683 1683 0 Q Serve(g_s),s 22.5 18.2 0.0 0.3 14.9 0.0 Cycle Q Clear(g_c),s 22.5 18.2 0.0 0.3 14.9 0.0 Prop In Lane 1.00 1.00 0.00 0.00 Lane Grp Cap(c),veh/h 1177 540 0 1672 1672 0 V/C Ratio(X) 0.85 0.73 0.00 0.56 0.54 0.00 Avail Cap(c_a),veh/h 1412 648 0 1672 1672 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.28 1.00 0.00 Uniform Delay(d),s/veh 23.6 22.2 0.0 0.1 13.9 0.0 Incr Delay(d2),s/veh 4.4 3.4 0.0 0.4 1.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 8.9 6.6 0.0 0.1 5.5 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 28.0 25.6 0.0 0.5 15.2 0.0 LnGrp LOS C C A A B A Approach Vol,veh/h 1394 944 911 Approach Delay,s/veh 27.3 0.5 15.2 Approach LOS C A B Timer-Assigned Phs 4 6 8 Phs Duration(G+Y+Rc),s 45.7 34.3 45.7 Change Period (Y+Rc),s 6.0 5.5 6.0 Max Green Setting(Gmax),s 34.0 34.5 34.0 Max Q Clear Time(g_c+11),s 16.9 24.5 2.3 Green Ext Time(p-c),s 6.1 4.2 8.0 Intersection Summary HCM 6th Ctrl Delay 16.1 HCM 6th LOS B Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Existing 2020 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 440 540 115 65 315 400 105 860 25 370 575 270 Future Volume(vph) 440 540 115 65 315 400 105 860 25 370 575 270 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1984 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 49.0 11.0 50.0 50.0 Total Split(s) 37.0 46.0 35.0 44.0 28.0 21.0 51.0 28.0 58.0 58.0 Total Split(%) 23.1% 28.8% 21.9% 27.5% 17.5% 13.1% 31.9% 17.5% 36.3% 36.3% Maximum Green(s) 31.0 40.0 29.0 38.0 22.0 15.0 45.0 22.0 52.0 52.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset:99(62%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 5 006 �07 108 'R'- Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Existing 2020 3: S Eagle Rd & E Overland Rd AIM Peak Hour --I. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 440 540 115 65 315 400 105 860 25 370 575 270 Future Volume(vph) 440 540 115 65 315 400 105 860 25 370 575 270 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3265 1676 3353 1500 3252 3339 3252 3190 1365 Flt Permitted 0.95 1.00 0.23 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3265 406 3353 1500 3252 3339 3252 3190 1365 Peak-hour factor, PHF 0.78 0.78 0.78 0.89 0.89 0.89 0.85 0.85 0.85 0.89 0.89 0.89 Adj. Flow(vph) 564 692 147 73 354 449 124 1012 29 416 646 303 RTOR Reduction(vph) 0 10 0 0 0 40 0 1 0 0 2 165 Lane Group Flow(vph) 564 829 0 73 354 409 124 1040 0 416 674 108 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 30.2 50.7 41.3 30.9 56.1 11.4 49.7 25.2 63.5 63.5 Effective Green,g(s) 30.2 50.7 41.3 30.9 56.1 11.4 49.7 25.2 63.5 63.5 Actuated g/C Ratio 0.19 0.32 0.26 0.19 0.35 0.07 0.31 0.16 0.40 0.40 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 613 1034 187 647 582 231 1037 512 1266 541 v/s Ratio Prot c0.17 c0.25 0.03 0.11 c0.11 0.04 c0.31 c0.13 0.21 v/s Ratio Perm 0.08 0.16 0.08 v/c Ratio 0.92 0.80 0.39 0.55 0.70 0.54 1.00 0.81 0.53 0.20 Uniform Delay,d1 63.7 50.0 46.4 58.2 44.8 71.8 55.1 65.1 36.9 31.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.88 1.68 Incremental Delay,d2 19.2 4.5 1.3 1.0 3.8 2.4 28.6 8.4 1.4 0.7 Delay(s) 82.9 54.6 47.7 59.2 48.6 74.1 83.7 67.4 33.9 53.9 Level of Service F D D E D E F E C D Approach Delay(s) 66.0 52.8 82.7 48.1 Approach LOS E D F D Intersection Summary HCM 2000 Control Delay 62.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length(s) 160.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Existing 2020 3: S Eagle Rd & E Overland Rd AIM Peak Hour --,, t t41 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 440 540 115 65 315 400 105 860 25 370 575 270 Future Volume(veh/h) 440 540 115 65 315 400 105 860 25 370 575 270 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 564 692 147 73 354 449 124 1012 29 416 646 163 Peak Hour Factor 0.78 0.78 0.78 0.89 0.89 0.89 0.85 0.85 0.85 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 606 1041 221 233 800 558 166 982 28 452 1335 566 Arrive On Green 0.18 0.38 0.38 0.05 0.24 0.24 0.05 0.29 0.29 0.22 0.63 0.63 Sat Flow,vehlh 3274 2763 587 1688 3367 1502 3274 3342 96 3375 3544 1502 Grp Volume(v),veh/h 564 421 418 73 354 449 124 510 531 416 646 163 Grp Sat Flow(s),vehlh/In 1637 1683 1666 1688 1683 1502 1637 1683 1755 1688 1772 1502 Q Serve(g_s),s 27.1 33.3 33.4 5.2 14.3 38.0 6.0 47.0 47.0 19.3 15.5 7.9 Cycle Q Clear(g_c),s 27.1 33.3 33.4 5.2 14.3 38.0 6.0 47.0 47.0 19.3 15.5 7.9 Prop In Lane 1.00 0.35 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 606 634 628 233 800 558 166 494 515 452 1335 566 V/C Ratio(X) 0.93 0.66 0.67 0.31 0.44 0.81 0.75 1.03 1.03 0.92 0.48 0.29 Avail Cap(c_a),veh/h 634 634 628 461 800 558 307 494 515 464 1335 566 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 0.84 0.84 Uniform Delay(d),s/veh 64.2 41.5 41.5 43.4 52.0 45.1 74.9 56.5 56.5 61.3 21.4 19.9 Incr Delay(d2),s/veh 20.1 2.6 2.7 0.8 0.4 8.5 6.5 48.6 47.8 20.7 1.1 1.1 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/In 12.9 14.2 14.0 2.2 6.1 17.1 2.7 26.3 27.3 8.7 5.3 0.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 84.3 44.1 44.1 44.1 52.4 53.6 81.4 105.1 104.3 82.0 22.4 21.0 LnGrp LOS F D D D D D F F F F C C Approach Vol,veh/h 1403 876 1165 1225 Approach Delay,s/veh 60.3 52.3 102.2 42.5 Approach LOS E D F D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 35.6 44.0 14.1 66.3 13.3 66.3 27.4 53.0 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 31.0 38.0 15.0 52.0 29.0 40.0 22.0 45.0 Max Q Clear Time(g_c+11),s 29.1 40.0 8.0 17.5 7.2 35.4 21.3 49.0 Green Ext Time(p-c),s 0.5 0.0 0.2 4.8 0.1 2.1 0.1 0.0 Intersection Summary HCM 6th Ctrl Delay 64.6 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th TWSC Existing 2020 4: S Wells Ave & E Overland Rd AM Peak Hour Intersection Int Delay,s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tip Vii tt Vii r Traffic Vol,veh/h 960 65 115 635 40 55 Future Vol,veh/h 960 65 115 635 40 55 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 450 - 125 0 Veh in Median Storage,# 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 84 89 86 86 76 76 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1143 73 134 738 53 72 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1216 0 1817 608 Stage 1 - - - - 1180 - Stage 2 - 637 - 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 569 69 439 Stage 1 - 254 - Stage 2 - 489 - Platoon blocked,% Mov Cap-1 Maneuver 569 53 439 Mov Cap-2 Maneuver - 161 - Stage 1 - 254 Stage 2 - 374 Approach EB WB NB HCM Control Delay,s 0 2 24.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 161 439 - 569 - HCM Lane V/C Ratio 0.327 0.165 - 0.235 - HCM Control Delay(s) 37.9 14.8 - 13.3 - HCM Lane LOS E B - B - HCM 95th%tile Q(veh) 1.3 0.6 - 0.9 - Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 AM w/o Project 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 410 5 865 300 1505 0 0 1205 620 Future Volume(vph) 0 0 0 410 5 865 300 1505 0 0 1205 620 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 1 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 11.0 50.0 50.0 50.0 Total Split(s) 41.0 41.0 32.0 27.0 67.0 72.0 72.0 Total Split(%) 29.3% 29.3% 22.9% 19.3% 47.9% 51.4% 51.4% Maximum Green(s) 35.0 35.0 27.0 21.0 60.5 66.0 66.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 2.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 3(2%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 105 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramp 02 03 04'R'- i �38 'R'� O J Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/o Project 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 410 5 865 300 1505 0 0 1205 620 Future Volume(vph) 0 0 0 410 5 865 300 1505 0 0 1205 620 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 1.00 0.95 0.91 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1599 2640 1676 3353 4818 1500 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1599 2640 1676 3353 4818 1500 Peak-hour factor, PHF 0.96 0.96 0.96 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 0 0 0 456 6 961 319 1601 0 0 1339 689 RTOR Reduction(vph) 0 0 0 0 0 46 0 0 0 0 0 362 Lane Group Flow(vph) 0 0 0 233 229 915 319 1601 0 0 1339 327 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 26.0 26.0 53.0 30.0 69.5 66.0 66.0 Effective Green,g(s) 26.0 26.0 53.0 30.0 69.5 66.0 66.0 Actuated g/C Ratio 0.19 0.19 0.38 0.21 0.50 0.47 0.47 Clearance Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 295 296 1093 359 1664 2271 707 v/s Ratio Prot c0.16 0.19 c0.48 0.28 v/s Ratio Perm 0.15 0.14 0.19 0.22 v/c Ratio 0.79 0.77 0.84 0.89 0.96 0.59 0.46 Uniform Delay,d1 54.4 54.2 39.6 53.4 34.0 27.1 25.0 Progression Factor 1.00 1.00 1.00 1.01 0.94 1.00 1.00 Incremental Delay,d2 13.1 11.9 5.7 16.7 11.4 1.1 2.2 Delay(s) 67.5 66.1 45.3 70.8 43.3 28.2 27.2 Level of Service E E D E D C C Approach Delay(s) 0.0 52.3 47.8 27.9 Approach LOS A D D C Intersection Summary HCM 2000 Control Delay 41.5 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) 18.0 Intersection Capacity Utilization 85.4% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/o Project 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(veh/h) 0 0 0 410 5 865 300 1505 0 0 1205 620 Future Volume(veh/h) 0 0 0 410 5 865 300 1505 0 0 1205 620 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 460 0 0 319 1601 0 0 1339 689 Peak Hour Factor 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 0 0 2 2 Cap,veh/h 532 0 253 2535 0 0 2727 846 Arrive On Green 0.16 0.00 0.00 0.15 0.75 0.00 0.00 0.56 0.56 Sat Flow,vehlh 3375 0 3003 1688 3455 0 0 4997 1502 Grp Volume(v),veh/h 460 0 0 319 1601 0 0 1339 689 Grp Sat Flow(s),vehlh/In 1688 0 1502 1688 1683 0 0 1612 1502 Q Serve(g_s),s 18.6 0.0 0.0 21.0 31.4 0.0 0.0 23.4 51.8 Cycle Q Clear(g_c),s 18.6 0.0 0.0 21.0 31.4 0.0 0.0 23.4 51.8 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 532 0 253 2535 0 0 2727 846 V/C Ratio(X) 0.86 0.00 1.26 0.63 0.00 0.00 0.49 0.81 Avail Cap(c_a),veh/h 844 0 253 2535 0 0 2727 846 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 57.5 0.0 0.0 59.5 8.1 0.0 0.0 18.4 24.6 Incr Delay(d2),s/veh 5.7 0.0 0.0 144.9 1.2 0.0 0.0 0.6 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 8.4 0.0 0.0 19.2 10.7 0.0 0.0 8.9 19.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 63.2 0.0 0.0 204.4 9.4 0.0 0.0 19.1 33.1 LnGrp LOS E A F A A A B C Approach Vol,veh/h 460 A 1920 2028 Approach Delay,s/veh 63.2 41.8 23.8 Approach LOS E D C Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 28.1 27.0 84.9 111.9 Change Period (Y+Rc),s 6.0 6.0 6.0 6.5 Max Green Setting(Gmax),s 35.0 21.0 66.0 60.5 Max Q Clear Time(g_c+11),s 20.6 23.0 53.8 33.4 Green Ext Time(p-c),s 1.5 0.0 8.9 15.2 Intersection Summary HCM 6th Ctrl Delay 35.7 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 AM w/o Project 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 965 380 0 860 840 0 Future Volume(vph) 965 380 0 860 840 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Storage Length(ft) 350 0 0 0 Storage Lanes 2 1 0 0 Taper Length(ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 30 30 30 Link Distance(ft) 1089 863 812 Travel Time(s) 24.8 19.6 18.5 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Detector Phase 6 4 8 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split(s) 23.5 24.0 24.0 24.0 Total Split(s) 33.0 37.0 37.0 37.0 Total Split(%) 47.1% 52.9% 52.9% 52.9% Maximum Green(s) 27.5 31.0 31.0 31.0 Yellow Time(s) 4.0 5.0 5.0 5.0 All-Red Time(s) 1.5 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min C-Min Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:70 Offset:39(56%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:50 Control Type:Actuated-Coordinated Splits and Phases: 2:S Eagle Rd&1-84 EB Ramp I 06 T 04 rR' 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/o Project 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 965 380 0 860 840 0 Future Volume(vph) 965 380 0 860 840 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.5 6.0 6.0 6.0 Lane Util. Factor 0.97 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 Satd. Flow(prot) 3252 1500 3353 3353 Flt Permitted 0.95 1.00 1.00 1.00 Satd. Flow(perm) 3252 1500 3353 3353 Peak-hour factor, PHF 0.94 0.94 0.90 0.90 0.90 0.90 Adj. Flow(vph) 1027 404 0 956 933 0 RTOR Reduction(vph) 0 217 0 0 0 0 Lane Group Flow(vph) 1027 187 0 956 933 0 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Actuated Green,G(s) 26.1 32.4 32.4 32.4 Effective Green,g(s) 26.1 32.4 32.4 32.4 Actuated g/C Ratio 0.37 0.46 0.46 0.46 Clearance Time(s) 5.5 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1212 694 1551 1551 v/s Ratio Prot c0.32 c0.29 0.28 v/s Ratio Perm 0.12 v/c Ratio 0.85 0.27 0.62 0.60 Uniform Delay,d1 20.1 11.5 14.1 14.0 Progression Factor 1.00 1.00 1.23 0.60 Incremental Delay,d2 5.7 1.0 0.7 1.4 Delay(s) 25.8 12.5 18.2 9.8 Level of Service C B B A Approach Delay(s) 22.0 18.2 9.8 Approach LOS C B A Intersection Summary HCM 2000 Control Delay 17.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length(s) 70.0 Sum of lost time(s) 11.5 Intersection Capacity Utilization 85.4% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/o Project 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(veh/h) 965 380 0 860 840 0 Future Volume(veh/h) 965 380 0 860 840 0 Initial Q(Qb),veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,vehlh/In 1772 1772 0 1772 1772 0 Adj Flow Rate,veh/h 1027 404 0 956 933 0 Peak Hour Factor 0.94 0.94 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 0 2 2 0 Cap,veh/h 1178 541 0 1602 1602 0 Arrive On Green 0.36 0.36 0.00 0.48 0.48 0.00 Sat Flow,vehlh 3274 1502 0 3544 3544 0 Grp Volume(v),veh/h 1027 404 0 956 933 0 Grp Sat Flow(s),vehlh/In 1637 1502 0 1683 1683 0 Q Serve(g_s),s 20.5 16.5 0.0 14.6 14.1 0.0 Cycle Q Clear(g_c),s 20.5 16.5 0.0 14.6 14.1 0.0 Prop In Lane 1.00 1.00 0.00 0.00 Lane Grp Cap(c),veh/h 1178 541 0 1602 1602 0 V/C Ratio(X) 0.87 0.75 0.00 0.60 0.58 0.00 Avail Cap(c_a),veh/h 1286 590 0 1602 1602 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.30 1.00 0.00 Uniform Delay(d),s/veh 20.9 19.6 0.0 13.4 13.3 0.0 Incr Delay(d2),s/veh 6.4 4.8 0.0 0.5 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 8.2 6.0 0.0 5.0 5.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.3 24.4 0.0 13.9 14.9 0.0 LnGrp LOS C C A B B A Approach Vol,veh/h 1431 956 933 Approach Delay,s/veh 26.5 13.9 14.9 Approach LOS C B B Timer-Assigned Phs 4 6 8 Phs Duration(G+Y+Rc),s 39.3 30.7 39.3 Change Period (Y+Rc),s 6.0 5.5 6.0 Max Green Setting(Gmax),s 31.0 27.5 31.0 Max Q Clear Time(g_c+11),s 16.1 22.5 16.6 Green Ext Time(p-c),s 5.8 2.7 5.9 Intersection Summary HCM 6th Ctrl Delay 19.6 HCM 6th LOS B Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 AM w/o Project 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 450 545 115 65 330 415 105 880 25 375 585 275 Future Volume(vph) 450 545 115 65 330 415 105 880 25 375 585 275 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1982 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 26.0 49.0 21.0 44.0 26.0 23.0 44.0 26.0 47.0 47.0 Total Split(%) 18.6% 35.0% 15.0% 31.4% 18.6% 16.4% 31.4% 18.6% 33.6% 33.6% Maximum Green(s) 20.0 43.0 15.0 38.0 20.0 17.0 38.0 20.0 41.0 41.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset:40(29%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 140 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 00 1 02 03 04'R'- 0 536 J 108 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/o Project 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 450 545 115 65 330 415 105 880 25 375 585 275 Future Volume(vph) 450 545 115 65 330 415 105 880 25 375 585 275 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3265 1676 3353 1500 3252 3339 3252 3190 1365 Flt Permitted 0.95 1.00 0.24 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3265 428 3353 1500 3252 3339 3252 3190 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 500 606 128 72 367 461 117 978 28 417 650 306 RTOR Reduction(vph) 0 13 0 0 0 45 0 1 0 0 2 162 Lane Group Flow(vph) 500 721 0 72 367 416 117 1005 0 417 679 113 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 20.0 39.7 36.5 28.1 50.8 10.4 45.2 22.7 57.5 57.5 Effective Green,g(s) 20.0 39.7 36.5 28.1 50.8 10.4 45.2 22.7 57.5 57.5 Actuated g/C Ratio 0.14 0.28 0.26 0.20 0.36 0.07 0.32 0.16 0.41 0.41 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 464 925 186 672 608 241 1078 527 1310 560 v/s Ratio Prot c0.15 c0.22 0.02 0.11 c0.11 0.04 c0.30 c0.13 0.21 v/s Ratio Perm 0.08 0.17 0.08 v/c Ratio 1.08 0.78 0.39 0.55 0.68 0.49 0.93 0.79 0.52 0.20 Uniform Delay,d1 60.0 46.1 40.4 50.2 37.8 62.2 45.9 56.4 30.9 26.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.97 0.86 2.18 Incremental Delay,d2 64.2 4.2 1.3 0.9 3.2 1.5 15.3 6.9 1.3 0.7 Delay(s) 124.2 50.3 41.7 51.1 41.0 63.8 61.2 61.8 27.8 58.4 Level of Service F D D D D E E E C E Approach Delay(s) 80.3 45.2 61.4 44.3 Approach LOS F D E D Intersection Summary HCM 2000 Control Delay 58.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.91 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 82.2% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/o Project 3: S Eagle Rd & E Overland Rd AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 450 545 115 65 330 415 105 880 25 375 585 275 Future Volume(veh/h) 450 545 115 65 330 415 105 880 25 375 585 275 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 500 606 128 72 367 461 117 978 28 417 650 139 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 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 1021 215 266 914 612 165 930 27 459 1289 546 Arrive On Green 0.14 0.37 0.37 0.05 0.27 0.27 0.05 0.28 0.28 0.23 0.61 0.61 Sat Flow,vehlh 3274 2767 583 1688 3367 1502 3274 3342 96 3375 3544 1502 Grp Volume(v),veh/h 500 368 366 72 367 461 117 493 513 417 650 139 Grp Sat Flow(s),vehlh/In 1637 1683 1667 1688 1683 1502 1637 1683 1755 1688 1772 1502 Q Serve(g_s),s 20.0 24.7 24.8 4.3 12.5 36.8 4.9 39.0 39.0 16.8 14.5 6.0 Cycle Q Clear(g_c),s 20.0 24.7 24.8 4.3 12.5 36.8 4.9 39.0 39.0 16.8 14.5 6.0 Prop In Lane 1.00 0.35 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 468 621 615 266 914 612 165 468 488 459 1289 546 V/C Ratio(X) 1.07 0.59 0.59 0.27 0.40 0.75 0.71 1.05 1.05 0.91 0.50 0.25 Avail Cap(c_a),veh/h 468 621 615 371 914 612 398 468 488 482 1289 546 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 0.63 0.63 0.63 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81 Uniform Delay(d),s/veh 60.0 35.7 35.7 34.6 41.7 35.5 65.5 50.5 50.5 53.2 20.3 18.7 Incr Delay(d2),s/veh 53.1 1.0 1.0 0.5 0.3 5.3 5.5 55.8 54.9 17.4 1.1 0.9 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/In 11.6 10.2 10.1 1.8 5.2 14.0 2.2 23.3 24.2 7.4 4.9 2.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 113.1 36.6 36.7 35.2 42.0 40.7 71.0 106.3 105.5 70.7 21.5 19.6 LnGrp LOS F D D D D D E F F E C B Approach Vol,veh/h 1234 900 1123 1206 Approach Delay,s/veh 67.6 40.8 102.2 38.3 Approach LOS E D F D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.0 44.0 13.1 56.9 12.3 57.7 25.0 45.0 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 20.0 38.0 17.0 41.0 15.0 43.0 20.0 38.0 Max Q Clear Time(g_c+11),s 22.0 38.8 6.9 16.5 6.3 26.8 18.8 41.0 Green Ext Time(p-c),s 0.0 0.0 0.2 4.5 0.1 3.9 0.2 0.0 Intersection Summary HCM 6th Ctrl Delay 63.0 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 AM w/o Project 4: S Wells Ave & E Overland Rd AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 10 970 65 115 645 60 45 5 59 15 5 80 Future Volume(vph) 10 970 65 115 645 60 45 5 59 15 5 80 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 450 0 450 0 125 0 0 0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 3627 1982 1209 875 Travel Time(s) 82.4 45.0 27.5 19.9 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 33.0 10.0 33.0 23.0 35.0 35.0 10.0 35.0 35.0 Total Split(s) 10.0 65.0 23.0 78.0 23.0 52.0 52.0 10.0 39.0 39.0 Total Split(%) 6.7% 43.3% 15.3% 52.0% 15.3% 34.7% 34.7% 6.7% 26.0% 26.0% Maximum Green(s) 5.0 60.0 18.0 73.0 18.0 47.0 47.0 5.0 34.0 34.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None Min Min None None None None None Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 25.0 25.0 25.0 25.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length:89.3 Natural Cycle: 115 Control Type:Actuated-Uncoordinated Splits and Phases: 4:S Wells Ave&E Overland Rd 1 102334 � 00 5 06 6 �3J 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/o Project 4: S Wells Ave & E Overland Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 10 970 65 115 645 60 45 5 59 15 5 80 Future Volume(vph) 10 970 65 115 645 60 45 5 59 15 5 80 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3321 1676 3310 1676 1765 1500 1676 1765 1500 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(perm) 1676 3321 1676 3310 1676 1765 1500 1676 1765 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 11 1078 72 128 717 67 50 6 66 17 6 89 RTOR Reduction(vph) 0 3 0 0 4 0 0 0 55 0 0 80 Lane Group Flow(vph) 11 1147 0 128 780 0 50 6 11 17 6 9 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Actuated Green,G(s) 0.8 45.1 13.2 57.5 8.6 16.5 16.5 1.7 9.6 9.6 Effective Green,g(s) 0.8 45.1 13.2 57.5 8.6 16.5 16.5 1.7 9.6 9.6 Actuated g/C Ratio 0.01 0.47 0.14 0.60 0.09 0.17 0.17 0.02 0.10 0.10 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 13 1552 229 1972 149 301 256 29 175 149 v/s Ratio Prot 0.01 c0.35 c0.08 0.24 c0.03 0.00 0.01 0.00 v/s Ratio Perm 0.01 c0.01 v/c Ratio 0.85 0.74 0.56 0.40 0.34 0.02 0.04 0.59 0.03 0.06 Uniform Delay,d1 47.8 20.9 38.9 10.3 41.3 33.3 33.4 47.1 39.3 39.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 166.4 1.9 2.9 0.1 1.3 0.0 0.1 26.8 0.1 0.2 Delay(s) 214.2 22.8 41.9 10.4 42.6 33.3 33.5 73.8 39.3 39.5 Level of Service F C D B D C C E D D Approach Delay(s) 24.6 14.9 37.2 44.7 Approach LOS C B D D Intersection Summary HCM 2000 Control Delay 22.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length(s) 96.5 Sum of lost time(s) 20.0 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/o Project 4: S Wells Ave & E Overland Rd AIM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(veh/h) 10 970 65 115 645 60 45 5 59 15 5 80 Future Volume(veh/h) 10 970 65 115 645 60 45 5 59 15 5 80 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 11 1078 72 128 717 67 50 6 66 17 6 89 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 23 1448 97 164 1666 156 123 249 211 34 156 132 Arrive On Green 0.01 0.45 0.45 0.10 0.54 0.54 0.07 0.14 0.14 0.02 0.09 0.09 Sat Flow,vehlh 1688 3203 214 1688 3112 291 1688 1772 1502 1688 1772 1502 Grp Volume(v),veh/h 11 566 584 128 388 396 50 6 66 17 6 89 Grp Sat Flow(s),vehlh/In 1688 1683 1733 1688 1683 1720 1688 1772 1502 1688 1772 1502 Q Serve(g_s),s 0.4 19.1 19.2 5.1 9.6 9.6 2.0 0.2 2.7 0.7 0.2 4.0 Cycle Q Clear(g_c),s 0.4 19.1 19.2 5.1 9.6 9.6 2.0 0.2 2.7 0.7 0.2 4.0 Prop In Lane 1.00 0.12 1.00 0.17 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 23 761 783 164 901 921 123 249 211 34 156 132 V/C Ratio(X) 0.47 0.74 0.74 0.78 0.43 0.43 0.41 0.02 0.31 0.50 0.04 0.67 Avail Cap(c_a),veh/h 123 1466 1510 441 1784 1823 441 1209 1025 123 875 741 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 33.7 15.6 15.6 30.4 9.7 9.7 30.5 25.5 26.6 33.4 28.7 30.5 Incr Delay(d2),s/veh 14.2 1.5 1.4 7.8 0.3 0.3 2.2 0.0 0.8 10.9 0.1 5.9 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/In 0.3 6.8 7.0 2.3 3.1 3.2 0.8 0.1 1.0 0.4 0.1 1.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 47.9 17.1 17.0 38.2 10.0 10.0 32.7 25.6 27.5 44.3 28.8 36.3 LnGrp LOS D B B D A A C C C D C D Approach Vol,veh/h 1161 912 122 112 Approach Delay,s/veh 17.3 13.9 29.5 37.1 Approach LOS B B C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 6.4 14.7 11.7 36.1 10.0 11.1 5.9 41.9 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 5.0 47.0 18.0 60.0 18.0 34.0 5.0 73.0 Max Q Clear Time(g_c+11),s 2.7 4.7 7.1 21.2 4.0 6.0 2.4 11.6 Green Ext Time(p-c),s 0.0 0.2 0.2 10.0 0.1 0.3 0.0 5.9 Intersection Summary HCM 6th Ctrl Delay 17.6 HCM 6th LOS B Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 AM w/ Project 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Future Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 1 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 11.0 50.0 50.0 50.0 Total Split(s) 41.0 41.0 32.0 27.0 67.0 72.0 72.0 Total Split(%) 29.3% 29.3% 22.9% 19.3% 47.9% 51.4% 51.4% Maximum Green(s) 35.0 35.0 27.0 21.0 60.5 66.0 66.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 2.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 3(2%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 105 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramp 02 03 04'R'- i �38 'R'� O J Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/ Project 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Future Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 1.00 0.95 0.91 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1599 2640 1676 3353 4818 1500 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1599 2640 1676 3353 4818 1500 Peak-hour factor, PHF 0.96 0.96 0.96 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 0 0 0 467 6 961 319 1617 0 0 1344 689 RTOR Reduction(vph) 0 0 0 0 0 46 0 0 0 0 0 362 Lane Group Flow(vph) 0 0 0 238 235 915 319 1617 0 0 1344 327 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 26.5 26.5 53.5 29.5 69.0 66.0 66.0 Effective Green,g(s) 26.5 26.5 53.5 29.5 69.0 66.0 66.0 Actuated g/C Ratio 0.19 0.19 0.38 0.21 0.49 0.47 0.47 Clearance Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 301 302 1103 353 1652 2271 707 v/s Ratio Prot c0.16 0.19 c0.48 0.28 v/s Ratio Perm 0.15 0.15 0.19 0.22 v/c Ratio 0.79 0.78 0.83 0.90 0.98 0.59 0.46 Uniform Delay,d1 54.1 54.0 39.1 53.9 34.8 27.1 25.0 Progression Factor 1.00 1.00 1.00 1.02 0.93 1.00 1.00 Incremental Delay,d2 13.2 11.9 5.3 19.1 14.0 1.1 2.2 Delay(s) 67.3 65.9 44.4 74.0 46.2 28.3 27.2 Level of Service E E D E D C C Approach Delay(s) 0.0 51.7 50.8 27.9 Approach LOS A D D C Intersection Summary HCM 2000 Control Delay 42.4 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) 18.0 Intersection Capacity Utilization 85.9% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/ Project 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(veh/h) 0 0 0 420 5 865 300 1520 0 0 1210 620 Future Volume(veh/h) 0 0 0 420 5 865 300 1520 0 0 1210 620 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 471 0 0 319 1617 0 0 1344 689 Peak Hour Factor 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 0 0 2 2 Cap,veh/h 544 0 253 2524 0 0 2711 842 Arrive On Green 0.16 0.00 0.00 0.15 0.75 0.00 0.00 0.56 0.56 Sat Flow,vehlh 3375 0 3003 1688 3455 0 0 4997 1502 Grp Volume(v),veh/h 471 0 0 319 1617 0 0 1344 689 Grp Sat Flow(s),vehlh/In 1688 0 1502 1688 1683 0 0 1612 1502 Q Serve(g_s),s 19.0 0.0 0.0 21.0 32.4 0.0 0.0 23.7 52.2 Cycle Q Clear(g_c),s 19.0 0.0 0.0 21.0 32.4 0.0 0.0 23.7 52.2 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 544 0 253 2524 0 0 2711 842 V/C Ratio(X) 0.87 0.00 1.26 0.64 0.00 0.00 0.50 0.82 Avail Cap(c_a),veh/h 844 0 253 2524 0 0 2711 842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 57.3 0.0 0.0 59.5 8.4 0.0 0.0 18.7 25.0 Incr Delay(d2),s/veh 6.0 0.0 0.0 144.9 1.3 0.0 0.0 0.7 8.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 8.6 0.0 0.0 19.2 11.1 0.0 0.0 9.0 20.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 63.3 0.0 0.0 204.4 9.7 0.0 0.0 19.4 33.7 LnGrp LOS E A F A A A B C Approach Vol,veh/h 471 A 1936 2033 Approach Delay,s/veh 63.3 41.8 24.2 Approach LOS E D C Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 28.5 27.0 84.5 111.5 Change Period (Y+Rc),s 6.0 6.0 6.0 6.5 Max Green Setting(Gmax),s 35.0 21.0 66.0 60.5 Max Q Clear Time(g_c+11),s 21.0 23.0 54.2 34.4 Green Ext Time(p-c),s 1.5 0.0 8.7 15.0 Intersection Summary HCM 6th Ctrl Delay 36.0 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 AM w/ Project 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 965 380 0 870 855 0 Future Volume(vph) 965 380 0 870 855 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Storage Length(ft) 350 0 0 0 Storage Lanes 2 1 0 0 Taper Length(ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 30 30 30 Link Distance(ft) 1089 863 812 Travel Time(s) 24.8 19.6 18.5 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Detector Phase 6 4 8 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split(s) 23.5 24.0 24.0 24.0 Total Split(s) 33.0 37.0 37.0 37.0 Total Split(%) 47.1% 52.9% 52.9% 52.9% Maximum Green(s) 27.5 31.0 31.0 31.0 Yellow Time(s) 4.0 5.0 5.0 5.0 All-Red Time(s) 1.5 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min C-Min Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:70 Offset:39(56%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:50 Control Type:Actuated-Coordinated Splits and Phases: 2:S Eagle Rd&1-84 EB Ramp I 06 T 04 rR' 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/ Project 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 965 380 0 870 855 0 Future Volume(vph) 965 380 0 870 855 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.5 6.0 6.0 6.0 Lane Util. Factor 0.97 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 Satd. Flow(prot) 3252 1500 3353 3353 Flt Permitted 0.95 1.00 1.00 1.00 Satd. Flow(perm) 3252 1500 3353 3353 Peak-hour factor, PHF 0.94 0.94 0.90 0.90 0.90 0.90 Adj. Flow(vph) 1027 404 0 967 950 0 RTOR Reduction(vph) 0 216 0 0 0 0 Lane Group Flow(vph) 1027 188 0 967 950 0 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Actuated Green,G(s) 26.0 32.5 32.5 32.5 Effective Green,g(s) 26.0 32.5 32.5 32.5 Actuated g/C Ratio 0.37 0.46 0.46 0.46 Clearance Time(s) 5.5 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1207 696 1556 1556 v/s Ratio Prot c0.32 c0.29 0.28 v/s Ratio Perm 0.13 v/c Ratio 0.85 0.27 0.62 0.61 Uniform Delay,d1 20.2 11.5 14.1 14.0 Progression Factor 1.00 1.00 1.24 0.60 Incremental Delay,d2 5.9 1.0 0.6 1.5 Delay(s) 26.2 12.4 18.2 9.9 Level of Service C B B A Approach Delay(s) 22.3 18.2 9.9 Approach LOS C B A Intersection Summary HCM 2000 Control Delay 17.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length(s) 70.0 Sum of lost time(s) 11.5 Intersection Capacity Utilization 85.9% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/ Project 2: S Eagle Rd & 1-84 EB Ramp II AM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(veh/h) 965 380 0 870 855 0 Future Volume(veh/h) 965 380 0 870 855 0 Initial Q(Qb),veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,vehlh/In 1772 1772 0 1772 1772 0 Adj Flow Rate,veh/h 1027 404 0 967 950 0 Peak Hour Factor 0.94 0.94 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 0 2 2 0 Cap,veh/h 1178 541 0 1602 1602 0 Arrive On Green 0.36 0.36 0.00 0.63 0.48 0.00 Sat Flow,vehlh 3274 1502 0 3544 3544 0 Grp Volume(v),veh/h 1027 404 0 967 950 0 Grp Sat Flow(s),vehlh/In 1637 1502 0 1683 1683 0 Q Serve(g_s),s 20.5 16.5 0.0 11.9 14.4 0.0 Cycle Q Clear(g_c),s 20.5 16.5 0.0 11.9 14.4 0.0 Prop In Lane 1.00 1.00 0.00 0.00 Lane Grp Cap(c),veh/h 1178 541 0 1602 1602 0 V/C Ratio(X) 0.87 0.75 0.00 0.60 0.59 0.00 Avail Cap(c_a),veh/h 1286 590 0 1602 1602 0 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.23 1.00 0.00 Uniform Delay(d),s/veh 20.9 19.6 0.0 8.9 13.4 0.0 Incr Delay(d2),s/veh 6.4 4.8 0.0 0.4 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 8.2 6.0 0.0 3.2 5.2 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 27.3 24.4 0.0 9.3 15.0 0.0 LnGrp LOS C C A A B A Approach Vol,veh/h 1431 967 950 Approach Delay,s/veh 26.5 9.3 15.0 Approach LOS C A B Timer-Assigned Phs 4 6 8 Phs Duration(G+Y+Rc),s 39.3 30.7 39.3 Change Period (Y+Rc),s 6.0 5.5 6.0 Max Green Setting(Gmax),s 31.0 27.5 31.0 Max Q Clear Time(g_c+11),s 16.4 22.5 13.9 Green Ext Time(p-c),s 5.9 2.7 6.5 Intersection Summary HCM 6th Ctrl Delay 18.3 HCM 6th LOS B Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 AM w/ Project 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1985 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 26.0 49.0 21.0 44.0 26.0 23.0 44.0 26.0 47.0 47.0 Total Split(%) 18.6% 35.0% 15.0% 31.4% 18.6% 16.4% 31.4% 18.6% 33.6% 33.6% Maximum Green(s) 20.0 43.0 15.0 38.0 20.0 17.0 38.0 20.0 41.0 41.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset:40(29%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 00 1 02 03 04'R'- 0 536 J 108 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/ Project 3: S Eagle Rd & E Overland Rd AIM Peak Hour -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3266 1676 3353 1500 3252 3339 3252 3189 1365 Flt Permitted 0.95 1.00 0.22 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3266 394 3353 1500 3252 3339 3252 3189 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 544 633 133 72 372 461 122 978 28 417 650 322 RTOR Reduction(vph) 0 13 0 0 0 44 0 1 0 0 2 173 Lane Group Flow(vph) 544 753 0 72 372 417 122 1005 0 417 680 117 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 20.0 40.6 37.4 29.0 51.4 10.6 44.6 22.4 56.4 56.4 Effective Green,g(s) 20.0 40.6 37.4 29.0 51.4 10.6 44.6 22.4 56.4 56.4 Actuated g/C Ratio 0.14 0.29 0.27 0.21 0.37 0.08 0.32 0.16 0.40 0.40 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 464 947 182 694 615 246 1063 520 1284 549 v/s Ratio Prot c0.17 c0.23 0.02 0.11 0.11 0.04 c0.30 c0.13 0.21 v/s Ratio Perm 0.08 0.17 0.09 v/c Ratio 1.17 0.80 0.40 0.54 0.68 0.50 0.95 0.80 0.53 0.21 Uniform Delay,d1 60.0 45.9 39.8 49.5 37.3 62.1 46.5 56.7 31.7 27.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.86 2.22 Incremental Delay,d2 98.4 4.7 1.4 0.8 3.0 1.6 17.2 7.4 1.3 0.7 Delay(s) 158.4 50.5 41.2 50.3 40.3 63.7 63.7 63.0 28.5 61.4 Level of Service F D D D D E E E C E Approach Delay(s) 95.3 44.5 63.7 45.7 Approach LOS F D E D Intersection Summary HCM 2000 Control Delay 63.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.94 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 83.4% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/ Project 3: S Eagle Rd & E Overland Rd AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(veh/h) 490 570 120 65 335 415 110 880 25 375 585 290 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 544 633 133 72 372 461 122 978 28 417 650 155 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 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 1022 214 255 914 612 170 930 27 459 1284 544 Arrive On Green 0.14 0.37 0.37 0.05 0.27 0.27 0.05 0.28 0.28 0.23 0.60 0.60 Sat Flow,vehlh 3274 2770 581 1688 3367 1502 3274 3342 96 3375 3544 1502 Grp Volume(v),veh/h 544 384 382 72 372 461 122 493 513 417 650 155 Grp Sat Flow(s),vehlh/In 1637 1683 1667 1688 1683 1502 1637 1683 1755 1688 1772 1502 Q Serve(g_s),s 20.0 26.1 26.2 4.3 12.7 36.8 5.1 39.0 39.0 16.8 14.6 6.9 Cycle Q Clear(g_c),s 20.0 26.1 26.2 4.3 12.7 36.8 5.1 39.0 39.0 16.8 14.6 6.9 Prop In Lane 1.00 0.35 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 468 621 615 255 914 612 170 468 488 459 1284 544 V/C Ratio(X) 1.16 0.62 0.62 0.28 0.41 0.75 0.72 1.05 1.05 0.91 0.51 0.28 Avail Cap(c_a),veh/h 468 621 615 360 914 612 398 468 488 482 1284 544 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 0.65 0.65 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81 Uniform Delay(d),s/veh 60.0 36.1 36.1 34.8 41.8 35.5 65.3 50.5 50.5 53.2 20.5 19.0 Incr Delay(d2),s/veh 88.3 1.2 1.2 0.6 0.3 5.3 5.5 55.8 54.9 17.4 1.2 1.1 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/In 13.9 10.8 10.7 1.8 5.3 14.0 2.3 23.3 24.2 7.4 5.0 2.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 148.3 37.3 37.4 35.4 42.1 40.7 70.8 106.3 105.5 70.7 21.7 20.1 LnGrp LOS F D D D D D E F F E C C Approach Vol,veh/h 1310 905 1128 1222 Approach Delay,s/veh 83.4 40.9 102.1 38.2 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 44.0 13.3 56.7 12.3 57.7 25.0 45.0 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 20.0 38.0 17.0 41.0 15.0 43.0 20.0 38.0 Max Q Clear Time(g_c+11),s 22.0 38.8 7.1 16.6 6.3 28.2 18.8 41.0 Green Ext Time(p-c),s 0.0 0.0 0.2 4.5 0.1 4.0 0.2 0.0 Intersection Summary HCM 6th Ctrl Delay 67.5 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 AM w/ Project 4: S Wells Ave & E Overland Rd AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 15 970 65 115 645 85 45 5 60 85 5 105 Future Volume(vph) 15 970 65 115 645 85 45 5 60 85 5 105 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 450 0 450 0 125 0 100 100 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 3627 1985 1209 424 Travel Time(s) 82.4 45.1 27.5 9.6 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 33.0 10.0 33.0 22.5 35.0 35.0 10.0 35.0 35.0 Total Split(s) 10.0 65.0 24.0 79.0 23.0 41.0 41.0 20.0 38.0 38.0 Total Split(%) 6.7% 43.3% 16.0% 52.7% 15.3% 27.3% 27.3% 13.3% 25.3% 25.3% Maximum Green(s) 5.0 60.0 19.0 74.0 18.0 36.0 36.0 15.0 33.0 33.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min None Min None None None None None None Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 25.0 25.0 25.0 25.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length:91.4 Natural Cycle: 115 Control Type:Actuated-Uncoordinated Splits and Phases: 4::S Wells Ave&E Overland Rd 01 toz 005 06 07 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/ Project 4: S Wells Ave & E Overland Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 15 970 65 115 645 85 45 5 60 85 5 105 Future Volume(vph) 15 970 65 115 645 85 45 5 60 85 5 105 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3321 1676 3295 1676 1765 1500 1676 1765 1500 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(perm) 1676 3321 1676 3295 1676 1765 1500 1676 1765 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 17 1078 72 128 717 94 50 6 67 94 6 117 RTOR Reduction(vph) 0 3 0 0 5 0 0 0 62 0 0 106 Lane Group Flow(vph) 17 1147 0 128 806 0 50 6 5 94 6 11 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Actuated Green,G(s) 1.6 46.1 13.6 58.1 6.9 6.5 6.5 9.0 8.6 8.6 Effective Green,g(s) 1.6 46.1 13.6 58.1 6.9 6.5 6.5 9.0 8.6 8.6 Actuated g/C Ratio 0.02 0.48 0.14 0.61 0.07 0.07 0.07 0.09 0.09 0.09 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 28 1608 239 2010 121 120 102 158 159 135 v/s Ratio Prot 0.01 c0.35 c0.08 0.24 0.03 0.00 c0.06 0.00 v/s Ratio Perm 0.00 c0.01 v/c Ratio 0.61 0.71 0.54 0.40 0.41 0.05 0.04 0.59 0.04 0.08 Uniform Delay,d1 46.5 19.3 37.9 9.6 42.2 41.5 41.4 41.4 39.5 39.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 32.0 1.5 2.3 0.1 2.3 0.2 0.2 5.9 0.1 0.2 Delay(s) 78.5 20.9 40.2 9.7 44.5 41.6 41.6 47.3 39.6 39.9 Level of Service E C D A D D D D D D Approach Delay(s) 21.7 13.9 42.8 43.1 Approach LOS C B D D Intersection Summary HCM 2000 Control Delay 21.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length(s) 95.2 Sum of lost time(s) 20.0 Intersection Capacity Utilization 61.3% ICU Level of Service B Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/ Project 4: S Wells Ave & E Overland Rd AIM Peak Hour -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(veh/h) 15 970 65 115 645 85 45 5 60 85 5 105 Future Volume(veh/h) 15 970 65 115 645 85 45 5 60 85 5 105 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 17 1078 72 128 717 94 50 6 67 94 6 117 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 34 1432 96 164 1568 205 116 187 159 121 192 162 Arrive On Green 0.02 0.45 0.45 0.10 0.52 0.52 0.07 0.11 0.11 0.07 0.11 0.11 Sat Flow,vehlh 1688 3203 214 1688 2993 392 1688 1772 1502 1688 1772 1502 Grp Volume(v),veh/h 17 566 584 128 403 408 50 6 67 94 6 117 Grp Sat Flow(s),vehlh/In 1688 1683 1733 1688 1683 1701 1688 1772 1502 1688 1772 1502 Q Serve(g_s),s 0.7 20.1 20.1 5.3 10.7 10.8 2.0 0.2 3.0 3.9 0.2 5.4 Cycle Q Clear(g_c),s 0.7 20.1 20.1 5.3 10.7 10.8 2.0 0.2 3.0 3.9 0.2 5.4 Prop In Lane 1.00 0.12 1.00 0.23 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 34 752 775 164 882 891 116 187 159 121 192 162 V/C Ratio(X) 0.50 0.75 0.75 0.78 0.46 0.46 0.43 0.03 0.42 0.78 0.03 0.72 Avail Cap(c_a),veh/h 118 1409 1451 447 1738 1757 424 890 754 353 816 691 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 34.8 16.5 16.5 31.6 10.7 10.7 32.0 28.8 30.0 32.7 28.6 30.9 Incr Delay(d2),s/veh 11.1 1.6 1.5 7.9 0.4 0.4 2.5 0.1 1.8 10.4 0.1 5.9 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/In 0.4 7.3 7.5 2.4 3.6 3.6 0.9 0.1 1.1 1.9 0.1 2.2 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 45.9 18.1 18.0 39.5 11.0 11.0 34.5 28.8 31.8 43.1 28.7 36.8 LnGrp LOS D B B D B B C C C D C D Approach Vol,veh/h 1167 939 123 217 Approach Delay,s/veh 18.5 14.9 32.8 39.3 Approach LOS B B C D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 10.1 12.6 12.0 37.0 9.9 12.7 6.4 42.5 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 36.0 19.0 60.0 18.0 33.0 5.0 74.0 Max Q Clear Time(g_c+11),s 5.9 5.0 7.3 22.1 4.0 7.4 2.7 12.8 Green Ext Time(p-c),s 0.1 0.2 0.2 9.9 0.1 0.4 0.0 6.3 Intersection Summary HCM 6th Ctrl Delay 19.7 HCM 6th LOS B Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th TWSC Projected 2022 AM w/ Project 5: Cinema Dr/South Site Driveway & S Wells Ave AM Peak Hour Intersection Int Delay,s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '+ Traffic Vol,veh/h 1 1 80 65 1 1 55 25 25 1 50 1 Future Vol,veh/h 1 1 80 65 1 1 55 25 25 1 50 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - - None Storage Length 100 - - 100 - 100 - Veh in Median Storage,# - 0 - 0 - 0 - - 0 Grade, % - 0 - 0 - 0 - - 0 Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 1 87 72 1 1 60 28 28 1 56 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 222 235 57 265 221 42 57 0 0 56 0 0 Stage 1 59 59 - 162 162 - - - - - - - Stage 2 163 176 - 103 59 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 734 666 1009 688 678 1029 1547 - 1549 - Stage 1 953 846 - 840 764 - - - - - Stage 2 839 753 - 903 846 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 711 639 1009 609 651 1029 1547 - 1549 - Mov Cap-2 Maneuver 711 639 - 609 651 - - - - - Stage 1 916 845 - 807 734 - - - Stage 2 804 724 - 824 845 - - - Approach EB WB NB SIB HCM Control Delay,s 8.9 11.7 3.8 0.1 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity(veh/h) 1547 - 711 1002 613 1549 - HCM Lane V/C Ratio 0.039 - 0.002 0.088 0.121 0.001 - HCM Control Delay(s) 7.4 - 10.1 8.9 11.7 7.3 - HCM Lane LOS A - B A B A - HCM 95th%tile Q(veh) 0.1 - 0 0.3 0.4 0 - Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th TWSC Projected 2022 AM w/ Project 6: S Wells Ave & North Site Driveway AM Peak Hour Intersection Int Delay,s/veh 6.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations + Traffic Vol,veh/h 30 0 0 10 0 0 Future Vol,veh/h 30 0 0 10 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 33 0 0 11 0 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 7 6 0 0 - Stage 1 6 - - - - Stage 2 1 - - - Critical Hdwy 6.42 6.22 - - Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 - - Pot Cap-1 Maneuver 1014 1077 - 0 Stage 1 1017 - - 0 Stage 2 1022 - - 0 Platoon blocked,% - Mov Cap-1 Maneuver 1014 1077 - - Mov Cap-2 Maneuver 1014 - - - Stage 1 1017 - - Stage 2 1022 - - Approach WB NB SIB HCM Control Delay,s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity(veh/h) - 1014 - HCM Lane V/C Ratio - 0.033 - HCM Control Delay(s) - 8.7 - HCM Lane LOS - A - HCM 95th%tile Q(veh) - 0.1 - Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 AM w/ Project with imp 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr )) ttt tti" r Traffic Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Future Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 2 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 11.0 50.0 50.0 50.0 Total Split(s) 40.0 40.0 40.0 28.0 70.0 82.0 82.0 Total Split(%) 26.7% 26.7% 26.7% 18.7% 46.7% 54.7% 54.7% Maximum Green(s) 34.0 34.0 35.0 22.0 63.5 76.0 76.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 2.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset:0(0%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:95 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramp 02 03 04'R'- i 38 07 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/21/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/ Project with imp 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr )) ttt tti" r Traffic Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Future Volume(vph) 0 0 0 420 5 865 300 1520 0 0 1210 620 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 0.97 0.91 0.86 0.86 Frt 1.00 1.00 0.85 1.00 1.00 0.98 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1599 2640 3252 4818 4452 1290 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1599 2640 3252 4818 4452 1290 Peak-hour factor, PHF 0.96 0.96 0.96 0.90 0.90 0.90 0.94 0.94 0.94 0.90 0.90 0.90 Adj. Flow(vph) 0 0 0 467 6 961 319 1617 0 0 1344 689 RTOR Reduction(vph) 0 0 0 0 0 39 0 0 0 0 13 196 Lane Group Flow(vph) 0 0 0 238 235 922 319 1617 0 0 1565 259 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 27.4 27.4 65.2 19.3 67.3 85.3 85.3 Effective Green,g(s) 27.4 27.4 65.2 19.3 67.3 85.3 85.3 Actuated g/C Ratio 0.18 0.18 0.43 0.13 0.45 0.57 0.57 Clearance Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 290 292 1235 418 2161 2531 733 v/s Ratio Prot c0.19 0.10 c0.34 0.35 v/s Ratio Perm c0.15 0.15 0.16 0.20 v/c Ratio 0.82 0.80 0.75 0.76 0.75 0.62 0.35 Uniform Delay,d1 58.9 58.7 35.5 63.1 34.3 21.5 17.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 16.7 14.8 2.5 8.1 2.4 1.1 1.3 Delay(s) 75.7 73.5 38.0 71.2 36.7 22.7 18.8 Level of Service E E D E D C B Approach Delay(s) 0.0 50.1 42.4 21.8 Approach LOS A D D C Intersection Summary HCM 2000 Control Delay 36.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length(s) 150.0 Sum of lost time(s) 18.0 Intersection Capacity Utilization 72.5% ICU Level of Service C Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/21/2020 HCM 6th Signalized Intersection Summary Projected 2022 AM w/ Project with imp 1: S Eagle Rd & 1-84 WB Ramp AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr )) ttt tti" r Traffic Volume(veh/h) 0 0 0 420 5 865 300 1520 0 0 1210 620 Future Volume(veh/h) 0 0 0 420 5 865 300 1520 0 0 1210 620 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 471 0 0 319 1617 0 0 1615 508 Peak Hour Factor 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 0 0 2 2 Cap,veh/h 537 0 369 3665 0 0 3233 913 Arrive On Green 0.16 0.00 0.00 0.11 0.76 0.00 0.00 0.61 0.61 Sat Flow,vehlh 3375 0 3003 3274 4997 0 0 5316 1502 Grp Volume(v),veh/h 471 0 0 319 1617 0 0 1615 508 Grp Sat Flow(s),vehlh/In 1688 0 1502 1637 1612 0 0 1772 1502 Q Serve(g_s),s 20.5 0.0 0.0 14.4 18.2 0.0 0.0 25.6 30.0 Cycle Q Clear(g_c),s 20.5 0.0 0.0 14.4 18.2 0.0 0.0 25.6 30.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 537 0 369 3665 0 0 3233 913 V/C Ratio(X) 0.88 0.00 0.86 0.44 0.00 0.00 0.50 0.56 Avail Cap(c_a),veh/h 765 0 480 3665 0 0 3233 913 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 61.7 0.0 0.0 65.4 6.6 0.0 0.0 16.5 17.4 Incr Delay(d2),s/veh 8.3 0.0 0.0 12.2 0.4 0.0 0.0 0.6 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 9.4 0.0 0.0 6.6 6.0 0.0 0.0 10.6 10.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 70.0 0.0 0.0 77.6 7.0 0.0 0.0 17.1 19.8 LnGrp LOS E A E A A A B B Approach Vol,veh/h 471 A 1936 2123 Approach Delay,s/veh 70.0 18.6 17.8 Approach LOS E B B Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 29.8 22.9 97.2 120.2 Change Period (Y+Rc),s 6.0 6.0 6.0 6.5 Max Green Setting(Gmax),s 34.0 22.0 76.0 63.5 Max Q Clear Time(g_c+11),s 22.5 16.4 32.0 20.2 Green Ext Time(p-c),s 1.4 0.6 22.6 18.2 Intersection Summary HCM 6th Ctrl Delay 23.6 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/21/2020 Lanes, Volumes, Timings Projected 2022 AM w/ Project with imp 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1985 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 47.0 76.0 15.0 44.0 42.0 19.0 77.0 42.0 100.0 100.0 Total Split(%) 22.4% 36.2% 7.1% 21.0% 20.0% 9.0% 36.7% 20.0% 47.6% 47.6% Maximum Green(s) 41.0 70.0 9.0 38.0 36.0 13.0 71.0 36.0 94.0 94.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length:210 Actuated Cycle Length:210 Offset:0(0%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 0t07 03 04'R' O6 ";07 108 'R'- Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM Signalized Intersection Capacity Analysis Projected 2022 AM w/ Project with imp 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3266 1676 3353 1500 3252 3339 3090 3189 1365 Flt Permitted 0.95 1.00 0.25 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3266 440 3353 1500 3252 3339 3090 3189 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 544 633 133 72 372 461 122 978 28 417 650 322 RTOR Reduction(vph) 0 9 0 0 0 55 0 1 0 0 1 144 Lane Group Flow(vph) 544 757 0 72 372 406 122 1005 0 417 681 146 Parking (#/hr) 0 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 38.6 57.7 38.1 28.6 61.8 13.1 85.6 33.2 105.7 105.7 Effective Green,g(s) 38.6 57.7 38.1 28.6 61.8 13.1 85.6 33.2 105.7 105.7 Actuated g/C Ratio 0.18 0.27 0.18 0.14 0.29 0.06 0.41 0.16 0.50 0.50 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 597 897 135 456 484 202 1361 488 1605 687 v/s Ratio Prot c0.17 0.23 0.02 0.11 c0.13 0.04 c0.30 c0.13 0.21 v/s Ratio Perm 0.07 0.14 0.11 v/c Ratio 0.91 0.84 0.53 0.82 0.84 0.60 0.74 0.85 0.42 0.21 Uniform Delay,dl 84.0 71.9 73.7 88.1 69.4 95.9 52.7 86.0 32.9 29.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 18.2 7.3 4.0 10.8 12.1 5.0 3.6 13.6 0.8 0.7 Delay(s) 102.2 79.2 77.7 98.9 81.5 100.9 56.3 99.7 33.8 29.7 Level of Service F E E F F F E F C C Approach Delay(s) 88.7 88.4 61.2 52.7 Approach LOS F F E D Intersection Summary HCM 2000 Control Delay 71.5 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length(s) 210.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 83.4% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM 6th Signalized Intersection Summary Projected 2022 AM w/ Project with imp 3: S Eagle Rd & E Overland Rd AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(veh/h) 490 570 120 65 335 415 110 880 25 375 585 290 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 544 633 133 72 372 461 122 978 28 417 650 155 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 582 875 184 186 609 477 153 1304 37 462 1702 721 Arrive On Green 0.18 0.32 0.32 0.04 0.18 0.18 0.05 0.39 0.39 0.05 0.16 0.16 Sat Flow,vehlh 3274 2770 581 1688 3367 1502 3274 3342 96 3375 3544 1502 Grp Volume(v),veh/h 544 384 382 72 372 461 122 493 513 417 650 155 Grp Sat Flow(s),vehlh/In 1637 1683 1667 1688 1683 1502 1637 1683 1755 1688 1772 1502 Q Serve(g_s),s 34.4 42.5 42.7 7.3 21.4 38.0 7.7 53.0 53.0 25.8 34.5 18.9 Cycle Q Clear(g_c),s 34.4 42.5 42.7 7.3 21.4 38.0 7.7 53.0 53.0 25.8 34.5 18.9 Prop In Lane 1.00 0.35 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 582 532 527 186 609 477 153 657 684 462 1702 721 V/C Ratio(X) 0.93 0.72 0.72 0.39 0.61 0.97 0.80 0.75 0.75 0.90 0.38 0.21 Avail Cap(c_a),veh/h 639 561 556 186 609 477 203 657 684 579 1702 721 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) 0.65 0.65 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81 Uniform Delay(d),s/veh 85.1 63.7 63.7 66.6 79.2 70.5 99.1 55.2 55.2 98.8 60.4 53.9 Incr Delay(d2),s/veh 14.7 2.8 2.9 1.3 1.8 32.4 14.8 7.7 7.4 12.7 0.5 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/In 15.7 18.6 18.5 3.2 9.4 28.5 3.6 23.8 24.8 12.7 16.7 7.8 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 99.9 66.5 66.6 67.9 81.0 102.9 113.9 62.9 62.6 111.5 61.0 54.4 LnGrp LOS F E E E F F F E E F E D Approach Vol,veh/h 1310 905 1128 1222 Approach Delay,s/veh 80.4 91.1 68.3 77.4 Approach LOS F F E E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 43.3 44.0 15.8 106.8 15.0 72.3 34.8 87.9 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 41.0 38.0 13.0 94.0 9.0 70.0 36.0 71.0 Max Q Clear Time(g_c+11),s 36.4 40.0 9.7 36.5 9.3 44.7 27.8 55.0 Green Ext Time(p-c),s 0.9 0.0 0.1 4.9 0.0 4.8 0.9 5.6 Intersection Summary HCM 6th Ctrl Delay 78.7 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 Lanes, Volumes, Timings Projected 2022 AM w/ Project with imp - Overland Widened 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations )) tt ) ttt r t t r Traffic Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1985 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 32.0 55.0 12.0 35.0 25.0 20.0 48.0 25.0 53.0 53.0 Total Split(%) 22.9% 39.3% 8.6% 25.0% 17.9% 14.3% 34.3% 17.9% 37.9% 37.9% Maximum Green(s) 26.0 49.0 6.0 29.0 19.0 14.0 42.0 19.0 47.0 47.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset:40(29%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 150 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd =-- 02 03 04'R'- � 7 108 'R'- Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM Signalized Intersection CapacRyoQe�4di2022 AM w/ Project with imp - Overland Widened 3: S Eagle Rd & E Overland Rd AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations )) tt ) ttt r t t r Traffic Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(vph) 490 570 120 65 335 415 110 880 25 375 585 290 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.91 1.00 0.91 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 1.00 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 4692 1676 4818 1500 3252 3339 3090 3189 1365 Flt Permitted 0.95 1.00 0.35 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 4692 617 4818 1500 3252 3339 3090 3189 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 544 633 133 72 372 461 122 978 28 417 650 322 RTOR Reduction(vph) 0 26 0 0 0 80 0 1 0 0 2 160 Lane Group Flow(vph) 544 740 0 72 372 381 122 1005 0 417 680 130 Parking (#/hr) 0 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 25.5 38.0 22.1 17.3 44.1 10.6 46.4 26.8 62.6 62.6 Effective Green,g(s) 25.5 38.0 22.1 17.3 44.1 10.6 46.4 26.8 62.6 62.6 Actuated g/C Ratio 0.18 0.27 0.16 0.12 0.32 0.08 0.33 0.19 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 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 592 1273 133 595 536 246 1106 591 1425 610 v/s Ratio Prot c0.17 0.16 0.02 0.08 c0.14 0.04 c0.30 0.13 0.21 v/s Ratio Perm 0.07 0.12 0.09 v/c Ratio 0.92 0.58 0.54 0.63 0.71 0.50 0.91 0.71 0.48 0.21 Uniform Delay,dl 56.2 44.1 51.9 58.3 42.3 62.1 44.8 52.9 27.2 23.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.08 0.78 2.45 Incremental Delay,d2 19.3 0.7 4.4 2.1 4.4 1.6 12.4 3.3 1.0 0.7 Delay(s) 75.5 44.8 56.4 60.3 46.7 63.7 57.2 60.5 22.1 58.6 Level of Service E D E E D E E E C E Approach Delay(s) 57.6 53.1 57.9 41.3 Approach LOS E D E D Intersection Summary HCM 2000 Control Delay 52.0 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) 24.0 Intersection Capacity Utilization 83.4% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM 6th Signalized Intersection Su"egted 2022 AM w/ Project with imp - Overland Widened 3: S Eagle Rd & E Overland Rd AIM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations )) tt ) ttt r t t r Traffic Volume(veh/h) 490 570 120 65 335 415 110 880 25 375 585 290 Future Volume(veh/h) 490 570 120 65 335 415 110 880 25 375 585 290 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 544 633 133 72 372 461 122 978 28 417 650 155 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 588 1382 286 269 1002 514 169 1025 29 456 1382 586 Arrive On Green 0.18 0.34 0.34 0.04 0.21 0.21 0.05 0.31 0.31 0.23 0.65 0.65 Sat Flow,vehlh 3274 4016 831 1688 4837 1502 3274 3342 96 3375 3544 1502 Grp Volume(v),veh/h 544 506 260 72 372 461 122 493 513 417 650 155 Grp Sat Flow(s),vehlh/In 1637 1612 1622 1688 1612 1502 1637 1683 1755 1688 1772 1502 Q Serve(g_s),s 22.9 17.1 17.5 4.7 9.2 29.0 5.1 40.1 40.2 16.9 12.9 6.1 Cycle Q Clear(g_c),s 22.9 17.1 17.5 4.7 9.2 29.0 5.1 40.1 40.2 16.9 12.9 6.1 Prop In Lane 1.00 0.51 1.00 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c),veh/h 588 1109 558 269 1002 514 169 516 538 456 1382 586 V/C Ratio(X) 0.92 0.46 0.47 0.27 0.37 0.90 0.72 0.95 0.95 0.92 0.47 0.26 Avail Cap(c_a),veh/h 608 1129 568 269 1002 514 327 516 538 458 1382 586 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 0.65 0.65 0.65 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81 Uniform Delay(d),s/veh 56.5 35.7 35.9 41.1 47.7 43.7 65.4 47.6 47.6 53.4 17.1 16.0 Incr Delay(d2),s/veh 14.3 0.2 0.4 0.5 0.2 18.4 5.7 29.7 28.9 19.6 0.9 0.9 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/In 10.5 6.7 6.9 2.0 3.7 17.4 2.3 20.7 21.5 7.5 4.3 2.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 70.8 35.9 36.3 41.7 47.9 62.1 71.0 77.3 76.5 73.0 18.1 16.8 LnGrp LOS E D D D D E E E E E B B Approach Vol,veh/h 1310 905 1128 1222 Approach Delay,s/veh 50.5 54.6 76.3 36.7 Approach LOS D D E D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 31.2 35.0 13.2 60.6 12.0 54.2 24.9 48.9 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 26.0 29.0 14.0 47.0 6.0 49.0 19.0 42.0 Max Q Clear Time(g_c+11),s 24.9 31.0 7.1 14.9 6.7 19.5 18.9 42.2 Green Ext Time(p-c),s 0.3 0.0 0.2 4.8 0.0 5.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 54.0 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 Lanes, Volumes, Timings Existing 2020 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 605 0 1090 290 1320 0 0 1470 1040 Future Volume(vph) 0 0 0 605 0 1090 290 1320 0 0 1470 1040 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 1 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 11.0 50.0 50.0 50.0 Total Split(s) 41.0 41.0 32.0 27.0 67.0 72.0 72.0 Total Split(%) 29.3% 29.3% 22.9% 19.3% 47.9% 51.4% 51.4% Maximum Green(s) 35.0 35.0 27.0 21.0 60.5 66.0 66.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 2.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 3(2%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 115 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramp 02 03 04'R'- i �38 'R'� O J Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Existing 2020 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour --I. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 605 0 1090 290 1320 0 0 1470 1040 Future Volume(vph) 0 0 0 605 0 1090 290 1320 0 0 1470 1040 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 1.00 0.95 0.91 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1593 2640 1676 3353 4818 1500 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1593 2640 1676 3353 4818 1500 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Adj. Flow(vph) 0 0 0 637 0 1147 319 1451 0 0 1515 1072 RTOR Reduction(vph) 0 0 0 0 0 43 0 0 0 0 0 373 Lane Group Flow(vph) 0 0 0 318 319 1104 319 1451 0 0 1515 699 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 31.9 31.9 58.9 24.1 63.6 66.0 66.0 Effective Green,g(s) 31.9 31.9 58.9 24.1 63.6 66.0 66.0 Actuated g/C Ratio 0.23 0.23 0.42 0.17 0.45 0.47 0.47 Clearance Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 362 362 1204 288 1523 2271 707 v/s Ratio Prot c0.18 c0.19 0.43 0.31 v/s Ratio Perm 0.20 0.20 0.24 c0.47 v/c Ratio 0.88 0.88 0.92 1.11 0.95 0.67 0.99 Uniform Delay,d1 52.2 52.2 38.2 58.0 36.8 28.5 36.6 Progression Factor 1.00 1.00 1.00 1.08 0.85 1.00 1.00 Incremental Delay,d2 20.7 21.3 10.9 80.8 12.6 1.6 31.2 Delay(s) 72.8 73.5 49.2 143.3 43.8 30.1 67.8 Level of Service E E D F D C E Approach Delay(s) 0.0 57.8 61.7 45.7 Approach LOS A E E D Intersection Summary HCM 2000 Control Delay 53.8 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.01 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 18.0 Intersection Capacity Utilization 117.6% ICU Level of Service H Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Existing 2020 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour --,, t t41 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(veh/h) 0 0 0 605 0 1090 290 1320 0 0 1470 1040 Future Volume(veh/h) 0 0 0 605 0 1090 290 1320 0 0 1470 1040 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 637 0 0 319 1451 0 0 1515 1072 Peak Hour Factor 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2 Cap,veh/h 706 0 253 2361 0 0 2477 769 Arrive On Green 0.21 0.00 0.00 0.15 0.70 0.00 0.00 0.51 0.51 Sat Flow,vehlh 3375 0 3003 1688 3455 0 0 4997 1502 Grp Volume(v),veh/h 637 0 0 319 1451 0 0 1515 1072 Grp Sat Flow(s),vehlh/In 1688 0 1502 1688 1683 0 0 1612 1502 Q Serve(g_s),s 25.8 0.0 0.0 21.0 31.7 0.0 0.0 31.1 71.7 Cycle Q Clear(g_c),s 25.8 0.0 0.0 21.0 31.7 0.0 0.0 31.1 71.7 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 706 0 253 2361 0 0 2477 769 V/C Ratio(X) 0.90 0.00 1.26 0.61 0.00 0.00 0.61 1.39 Avail Cap(c_a),veh/h 844 0 253 2361 0 0 2477 769 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 53.9 0.0 0.0 59.5 11.0 0.0 0.0 24.3 34.2 Incr Delay(d2),s/veh 11.4 0.0 0.0 144.9 1.2 0.0 0.0 1.1 185.2 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/In 12.1 0.0 0.0 19.2 11.5 0.0 0.0 12.1 64.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 65.4 0.0 0.0 204.4 12.2 0.0 0.0 25.4 219.4 LnGrp LOS E A F B A A C F Approach Vol,veh/h 637 A 1770 2587 Approach Delay,s/veh 65.4 46.8 105.8 Approach LOS E D F Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 35.3 27.0 77.7 104.7 Change Period (Y+Rc),s 6.0 6.0 6.0 6.5 Max Green Setting(Gmax),s 35.0 21.0 66.0 60.5 Max Q Clear Time(g_c+11),s 27.8 23.0 73.7 33.7 Green Ext Time(p-c),s 1.5 0.0 0.0 13.3 Intersection Summary HCM 6th Ctrl Delay 79.7 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Existing 2020 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 715 475 0 905 1355 0 Future Volume(vph) 715 475 0 905 1355 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Storage Length(ft) 350 0 0 0 Storage Lanes 2 1 0 0 Taper Length(ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 30 30 30 Link Distance(ft) 1089 863 812 Travel Time(s) 24.8 19.6 18.5 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Detector Phase 6 4 8 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split(s) 23.5 24.0 24.0 24.0 Total Split(s) 33.0 37.0 37.0 37.0 Total Split(%) 47.1% 52.9% 52.9% 52.9% Maximum Green(s) 27.5 31.0 31.0 31.0 Yellow Time(s) 4.0 5.0 5.0 5.0 All-Red Time(s) 1.5 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min C-Min Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:70 Offset:39(56%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Splits and Phases: 2:S Eagle Rd&1-84 EB Ramp I 06 T 04 rR' 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Existing 2020 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 715 475 0 905 1355 0 Future Volume(vph) 715 475 0 905 1355 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.5 6.0 6.0 6.0 Lane Util. Factor 0.97 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 Satd. Flow(prot) 3252 1500 3353 3353 Flt Permitted 0.95 1.00 1.00 1.00 Satd. Flow(perm) 3252 1500 3353 3353 Peak-hour factor, PHF 0.95 0.95 0.93 0.93 0.95 0.95 Adj. Flow(vph) 753 500 0 973 1426 0 RTOR Reduction(vph) 0 239 0 0 0 0 Lane Group Flow(vph) 753 261 0 973 1426 0 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Actuated Green,G(s) 21.9 36.6 36.6 36.6 Effective Green,g(s) 21.9 36.6 36.6 36.6 Actuated g/C Ratio 0.31 0.52 0.52 0.52 Clearance Time(s) 5.5 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1017 784 1753 1753 v/s Ratio Prot c0.23 0.29 c0.43 v/s Ratio Perm 0.17 v/c Ratio 0.74 0.33 0.56 0.81 Uniform Delay,d1 21.5 9.7 11.2 13.9 Progression Factor 1.00 1.00 1.30 0.68 Incremental Delay,d2 2.9 1.1 0.5 3.0 Delay(s) 24.4 10.8 15.1 12.5 Level of Service C B B B Approach Delay(s) 19.0 15.1 12.5 Approach LOS B B B Intersection Summary HCM 2000 Control Delay 15.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length(s) 70.0 Sum of lost time(s) 11.5 Intersection Capacity Utilization 117.6% ICU Level of Service H Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Existing 2020 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(veh/h) 715 475 0 905 1355 0 Future Volume(veh/h) 715 475 0 905 1355 0 Initial Q(Qb),veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,vehlh/In 1772 1772 0 1772 1772 0 Adj Flow Rate,veh/h 753 500 0 973 1426 0 Peak Hour Factor 0.95 0.95 0.93 0.93 0.95 0.95 Percent Heavy Veh, % 2 2 0 2 2 0 Cap,veh/h 1208 554 0 1571 1571 0 Arrive On Green 0.37 0.37 0.00 0.62 0.47 0.00 Sat Flow,vehlh 3274 1502 0 3544 3544 0 Grp Volume(v),veh/h 753 500 0 973 1426 0 Grp Sat Flow(s),vehlh/In 1637 1502 0 1683 1683 0 Q Serve(g_s),s 13.2 22.0 0.0 12.5 27.4 0.0 Cycle Q Clear(g_c),s 13.2 22.0 0.0 12.5 27.4 0.0 Prop In Lane 1.00 1.00 0.00 0.00 Lane Grp Cap(c),veh/h 1208 554 0 1571 1571 0 V/C Ratio(X) 0.62 0.90 0.00 0.62 0.91 0.00 Avail Cap(c_a),veh/h 1286 590 0 1571 1571 0 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.30 1.00 0.00 Uniform Delay(d),s/veh 18.1 20.9 0.0 9.4 17.3 0.0 Incr Delay(d2),s/veh 0.9 16.6 0.0 0.6 9.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.7 9.6 0.0 3.4 11.3 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 19.0 37.5 0.0 10.0 26.5 0.0 LnGrp LOS B D A B C A Approach Vol,veh/h 1253 973 1426 Approach Delay,s/veh 26.3 10.0 26.5 Approach LOS C B C Timer-Assigned Phs 4 6 8 Phs Duration(G+Y+Rc),s 38.7 31.3 38.7 Change Period (Y+Rc),s 6.0 5.5 6.0 Max Green Setting(Gmax),s 31.0 27.5 31.0 Max Q Clear Time(g_c+11),s 29.4 24.0 14.5 Green Ext Time(p-c),s 1.3 1.8 6.5 Intersection Summary HCM 6th Ctrl Delay 22.0 HCM 6th LOS C Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Existing 2020 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 425 490 130 160 705 460 185 750 55 425 995 440 Future Volume(vph) 425 490 130 160 705 460 185 750 55 425 995 440 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1982 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 26.0 49.0 21.0 44.0 26.0 23.0 44.0 26.0 47.0 47.0 Total Split(%) 18.6% 35.0% 15.0% 31.4% 18.6% 16.4% 31.4% 18.6% 33.6% 33.6% Maximum Green(s) 20.0 43.0 15.0 38.0 20.0 17.0 38.0 20.0 41.0 41.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset:40(29%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 130 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 00 1 02 03 04'R'- 0 536 J 108 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Existing 2020 3: S Eagle Rd & E Overland Rd PM Peak Hour --I. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 425 490 130 160 705 460 185 750 55 425 995 440 Future Volume(vph) 425 490 130 160 705 460 185 750 55 425 995 440 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3247 1676 3353 1500 3252 3318 3252 3191 1365 Flt Permitted 0.95 1.00 0.23 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3247 407 3353 1500 3252 3318 3252 3191 1365 Peak-hour factor, PHF 0.85 0.85 0.85 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Adj. Flow(vph) 500 576 153 170 750 489 201 815 60 443 1036 458 RTOR Reduction(vph) 0 17 0 0 0 42 0 4 0 0 2 185 Lane Group Flow(vph) 500 712 0 170 750 447 201 871 0 443 1080 227 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 20.0 42.4 49.0 35.7 56.7 13.8 39.3 21.0 46.5 46.5 Effective Green,g(s) 20.0 42.4 49.0 35.7 56.7 13.8 39.3 21.0 46.5 46.5 Actuated g/C Ratio 0.14 0.30 0.35 0.26 0.41 0.10 0.28 0.15 0.33 0.33 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 464 983 263 855 671 320 931 487 1059 453 v/s Ratio Prot c0.15 0.22 0.06 c0.22 0.10 0.06 0.26 c0.14 c0.34 v/s Ratio Perm 0.16 0.20 0.17 v/c Ratio 1.08 0.72 0.65 0.88 0.67 0.63 0.94 0.91 1.02 0.50 Uniform Delay,d1 60.0 43.6 33.8 50.0 33.9 60.6 49.1 58.6 46.8 37.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 0.81 0.93 Incremental Delay,d2 64.2 2.7 5.4 10.1 2.5 3.8 17.6 15.3 27.8 2.6 Delay(s) 124.2 46.2 39.2 60.1 36.5 64.5 66.7 76.0 65.9 37.7 Level of Service F D D E D E E E E D Approach Delay(s) 78.0 49.4 66.3 62.2 Approach LOS E D E E Intersection Summary HCM 2000 Control Delay 63.2 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.00 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 92.9% ICU Level of Service F Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Existing 2020 3: S Eagle Rd & E Overland Rd PM Peak Hour --,, t t41 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 425 490 130 160 705 460 185 750 55 425 995 440 Future Volume(veh/h) 425 490 130 160 705 460 185 750 55 425 995 440 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 500 576 153 170 750 489 201 815 60 443 1036 302 Peak Hour Factor 0.85 0.85 0.85 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 468 862 228 299 914 621 252 866 64 479 1195 507 Arrive On Green 0.14 0.33 0.33 0.09 0.27 0.27 0.08 0.27 0.27 0.28 0.67 0.67 Sat Flow,vehlh 3274 2632 697 1688 3367 1502 3274 3179 234 3375 3544 1502 Grp Volume(v),veh/h 500 368 361 170 750 489 201 431 444 443 1036 302 Grp Sat Flow(s),vehlh/In 1637 1683 1646 1688 1683 1502 1637 1683 1730 1688 1772 1502 Q Serve(g_s),s 20.0 26.3 26.5 10.1 29.2 38.0 8.5 35.1 35.1 17.8 32.1 15.3 Cycle Q Clear(g_c),s 20.0 26.3 26.5 10.1 29.2 38.0 8.5 35.1 35.1 17.8 32.1 15.3 Prop In Lane 1.00 0.42 1.00 1.00 1.00 0.14 1.00 1.00 Lane Grp Cap(c),veh/h 468 551 539 299 914 621 252 458 471 479 1195 507 V/C Ratio(X) 1.07 0.67 0.67 0.57 0.82 0.79 0.80 0.94 0.94 0.92 0.87 0.60 Avail Cap(c_a),veh/h 468 551 539 333 914 621 398 458 471 482 1195 507 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 0.61 0.61 0.61 Uniform Delay(d),s/veh 60.0 40.5 40.6 33.7 47.8 35.7 63.5 49.8 49.8 49.4 20.3 17.6 Incr Delay(d2),s/veh 61.3 3.1 3.2 1.8 6.0 6.7 5.9 29.7 29.2 16.5 5.5 3.1 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/In 12.2 11.2 11.0 4.2 12.8 15.3 3.7 18.2 18.7 7.2 7.4 4.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 121.3 43.6 43.8 35.5 53.8 42.4 69.5 79.5 79.0 65.9 25.8 20.7 LnGrp LOS F D D D D D E E E E C C Approach Vol,veh/h 1229 1409 1076 1781 Approach Delay,s/veh 75.3 47.7 77.4 34.9 Approach LOS E D E C Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.0 44.0 16.8 53.2 18.2 51.8 25.9 44.1 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 20.0 38.0 17.0 41.0 15.0 43.0 20.0 38.0 Max Q Clear Time(g_c+11),s 22.0 40.0 10.5 34.1 12.1 28.5 19.8 37.1 Green Ext Time(p-c),s 0.0 0.0 0.3 4.0 0.1 3.7 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 55.5 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th TWSC Existing 2020 4: S Wells Ave & E Overland Rd PM Peak Hour Intersection Int Delay,s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tip Vii tt Vii r Traffic Vol,veh/h 895 55 95 1240 50 100 Future Vol,veh/h 895 55 95 1240 50 100 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 450 - 125 0 Veh in Median Storage,# 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 86 86 95 95 71 71 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1041 64 100 1305 70 141 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1105 0 1926 553 Stage 1 - - - - 1073 - Stage 2 - 853 - 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 628 —58 477 Stage 1 - 290 - Stage 2 - 378 - Platoon blocked,% Mov Cap-1 Maneuver 628 —49 477 Mov Cap-2 Maneuver - 161 - Stage 1 - 290 Stage 2 - 318 Approach EB WB NB HCM Control Delay,s 0 0.8 25 HCM LOS D Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity(veh/h) 161 477 - 628 - HCM Lane V/C Ratio 0.437 0.295 - 0.159 - HCM Control Delay(s) 43.7 15.7 - 11.8 - HCM Lane LOS E C - B - HCM 95th%tile Q(veh) 2 1.2 - 0.6 - Notes -:Volume exceeds capacity $: Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 PM w/o Project 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 645 0 1160 300 1360 0 0 1515 1070 Future Volume(vph) 0 0 0 645 0 1160 300 1360 0 0 1515 1070 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 1 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 11.0 50.0 50.0 50.0 Total Split(s) 41.0 41.0 32.0 27.0 67.0 72.0 72.0 Total Split(%) 29.3% 29.3% 22.9% 19.3% 47.9% 51.4% 51.4% Maximum Green(s) 35.0 35.0 27.0 21.0 60.5 66.0 66.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 2.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 3(2%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 105 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramp 02 03 04'R'- i �38 'R'� O J Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/o Project 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 645 0 1160 300 1360 0 0 1515 1070 Future Volume(vph) 0 0 0 645 0 1160 300 1360 0 0 1515 1070 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 1.00 0.95 0.91 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1593 2640 1676 3353 4818 1500 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1593 2640 1676 3353 4818 1500 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Adj. Flow(vph) 0 0 0 679 0 1221 330 1495 0 0 1562 1103 RTOR Reduction(vph) 0 0 0 0 0 42 0 0 0 0 0 372 Lane Group Flow(vph) 0 0 0 339 340 1179 330 1495 0 0 1562 731 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 32.8 32.8 59.8 23.2 62.7 66.0 66.0 Effective Green,g(s) 32.8 32.8 59.8 23.2 62.7 66.0 66.0 Actuated g/C Ratio 0.23 0.23 0.43 0.17 0.45 0.47 0.47 Clearance Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 373 373 1221 277 1501 2271 707 v/s Ratio Prot c0.19 c0.20 0.45 0.32 v/s Ratio Perm 0.21 0.21 0.26 c0.49 v/c Ratio 0.91 0.91 0.97 1.19 1.00 0.69 1.03 Uniform Delay,d1 52.1 52.2 39.1 58.4 38.5 28.9 37.0 Progression Factor 1.00 1.00 1.00 1.08 0.85 1.00 1.00 Incremental Delay,d2 25.1 25.8 17.9 111.9 20.2 1.7 43.1 Delay(s) 77.2 78.0 57.0 174.8 53.1 30.7 80.1 Level of Service E E E F D C F Approach Delay(s) 0.0 64.4 75.1 51.1 Approach LOS A E E D Intersection Summary HCM 2000 Control Delay 61.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.06 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 18.0 Intersection Capacity Utilization 121.3% ICU Level of Service H Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/o Project 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(veh/h) 0 0 0 645 0 1160 300 1360 0 0 1515 1070 Future Volume(veh/h) 0 0 0 645 0 1160 300 1360 0 0 1515 1070 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 679 0 0 330 1495 0 0 1562 1103 Peak Hour Factor 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2 Cap,veh/h 744 0 253 2324 0 0 2423 752 Arrive On Green 0.22 0.00 0.00 0.15 0.69 0.00 0.00 0.50 0.50 Sat Flow,vehlh 3375 0 3003 1688 3455 0 0 4997 1502 Grp Volume(v),veh/h 679 0 0 330 1495 0 0 1562 1103 Grp Sat Flow(s),vehlh/In 1688 0 1502 1688 1683 0 0 1612 1502 Q Serve(g_s),s 27.5 0.0 0.0 21.0 34.6 0.0 0.0 33.3 70.1 Cycle Q Clear(g_c),s 27.5 0.0 0.0 21.0 34.6 0.0 0.0 33.3 70.1 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 744 0 253 2324 0 0 2423 752 V/C Ratio(X) 0.91 0.00 1.30 0.64 0.00 0.00 0.64 1.47 Avail Cap(c_a),veh/h 844 0 253 2324 0 0 2423 752 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 53.2 0.0 0.0 59.5 12.1 0.0 0.0 25.8 34.9 Incr Delay(d2),s/veh 13.1 0.0 0.0 162.3 1.4 0.0 0.0 1.3 217.2 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/In 13.0 0.0 0.0 20.4 12.8 0.0 0.0 13.0 70.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 66.3 0.0 0.0 221.8 13.5 0.0 0.0 27.1 252.1 LnGrp LOS E A F B A A C F Approach Vol,veh/h 679 A 1825 2665 Approach Delay,s/veh 66.3 51.2 120.2 Approach LOS E D F Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 36.9 27.0 76.1 103.1 Change Period (Y+Rc),s 6.0 6.0 6.0 6.5 Max Green Setting(Gmax),s 35.0 21.0 66.0 60.5 Max Q Clear Time(g_c+11),s 29.5 23.0 72.1 36.6 Green Ext Time(p-c),s 1.4 0.0 0.0 13.0 Intersection Summary HCM 6th Ctrl Delay 88.8 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 PM w/o Project 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 735 485 0 925 1390 0 Future Volume(vph) 735 485 0 925 1390 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Storage Length(ft) 350 0 0 0 Storage Lanes 2 1 0 0 Taper Length(ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 30 30 30 Link Distance(ft) 1089 863 812 Travel Time(s) 24.8 19.6 18.5 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Detector Phase 6 4 8 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split(s) 23.5 24.0 24.0 24.0 Total Split(s) 33.0 37.0 37.0 37.0 Total Split(%) 47.1% 52.9% 52.9% 52.9% Maximum Green(s) 27.5 31.0 31.0 31.0 Yellow Time(s) 4.0 5.0 5.0 5.0 All-Red Time(s) 1.5 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min C-Min Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:70 Offset:39(56%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Splits and Phases: 2:S Eagle Rd&1-84 EB Ramp I 06 T 04 rR' 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/o Project 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 735 485 0 925 1390 0 Future Volume(vph) 735 485 0 925 1390 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.5 6.0 6.0 6.0 Lane Util. Factor 0.97 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 Satd. Flow(prot) 3252 1500 3353 3353 Flt Permitted 0.95 1.00 1.00 1.00 Satd. Flow(perm) 3252 1500 3353 3353 Peak-hour factor, PHF 0.95 0.95 0.93 0.93 0.95 0.95 Adj. Flow(vph) 774 511 0 995 1463 0 RTOR Reduction(vph) 0 246 0 0 0 0 Lane Group Flow(vph) 774 265 0 995 1463 0 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Actuated Green,G(s) 22.2 36.3 36.3 36.3 Effective Green,g(s) 22.2 36.3 36.3 36.3 Actuated g/C Ratio 0.32 0.52 0.52 0.52 Clearance Time(s) 5.5 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1031 777 1738 1738 v/s Ratio Prot c0.24 0.30 c0.44 v/s Ratio Perm 0.18 v/c Ratio 0.75 0.34 0.57 0.84 Uniform Delay,d1 21.4 9.9 11.5 14.4 Progression Factor 1.00 1.00 1.33 0.74 Incremental Delay,d2 3.1 1.2 0.5 3.4 Delay(s) 24.5 11.0 15.9 14.0 Level of Service C B B B Approach Delay(s) 19.2 15.9 14.0 Approach LOS B B B Intersection Summary HCM 2000 Control Delay 16.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length(s) 70.0 Sum of lost time(s) 11.5 Intersection Capacity Utilization 121.3% ICU Level of Service H Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/o Project 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(veh/h) 735 485 0 925 1390 0 Future Volume(veh/h) 735 485 0 925 1390 0 Initial Q(Qb),veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,vehlh/In 1772 1772 0 1772 1772 0 Adj Flow Rate,veh/h 774 511 0 995 1463 0 Peak Hour Factor 0.95 0.95 0.93 0.93 0.95 0.95 Percent Heavy Veh, % 2 2 0 2 2 0 Cap,veh/h 1224 562 0 1554 1554 0 Arrive On Green 0.37 0.37 0.00 0.61 0.46 0.00 Sat Flow,vehlh 3274 1502 0 3544 3544 0 Grp Volume(v),veh/h 774 511 0 995 1463 0 Grp Sat Flow(s),vehlh/In 1637 1502 0 1683 1683 0 Q Serve(g_s),s 13.6 22.6 0.0 13.2 29.0 0.0 Cycle Q Clear(g_c),s 13.6 22.6 0.0 13.2 29.0 0.0 Prop In Lane 1.00 1.00 0.00 0.00 Lane Grp Cap(c),veh/h 1224 562 0 1554 1554 0 V/C Ratio(X) 0.63 0.91 0.00 0.64 0.94 0.00 Avail Cap(c_a),veh/h 1286 590 0 1554 1554 0 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.27 1.00 0.00 Uniform Delay(d),s/veh 18.0 20.8 0.0 9.8 17.9 0.0 Incr Delay(d2),s/veh 0.9 17.8 0.0 0.6 12.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.9 10.0 0.0 3.5 12.5 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 18.9 38.6 0.0 10.4 30.5 0.0 LnGrp LOS B D A B C A Approach Vol,veh/h 1285 995 1463 Approach Delay,s/veh 26.7 10.4 30.5 Approach LOS C B C Timer-Assigned Phs 4 6 8 Phs Duration(G+Y+Rc),s 38.3 31.7 38.3 Change Period (Y+Rc),s 6.0 5.5 6.0 Max Green Setting(Gmax),s 31.0 27.5 31.0 Max Q Clear Time(g_c+11),s 31.0 24.6 15.2 Green Ext Time(p-c),s 0.0 1.6 6.5 Intersection Summary HCM 6th Ctrl Delay 23.9 HCM 6th LOS C Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 PM w/o Project 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 435 500 130 165 730 475 185 770 55 435 1015 450 Future Volume(vph) 435 500 130 165 730 475 185 770 55 435 1015 450 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1982 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 26.0 49.0 21.0 44.0 26.0 23.0 44.0 26.0 47.0 47.0 Total Split(%) 18.6% 35.0% 15.0% 31.4% 18.6% 16.4% 31.4% 18.6% 33.6% 33.6% Maximum Green(s) 20.0 43.0 15.0 38.0 20.0 17.0 38.0 20.0 41.0 41.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset:40(29%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 130 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 00 1 02 03 04'R'- 0 536 J 108 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/o Project 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 435 500 130 165 730 475 185 770 55 435 1015 450 Future Volume(vph) 435 500 130 165 730 475 185 770 55 435 1015 450 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3249 1676 3353 1500 3252 3319 3252 3191 1365 Flt Permitted 0.95 1.00 0.25 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3249 447 3353 1500 3252 3319 3252 3191 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Adj. Flow(vph) 483 556 144 176 777 505 201 837 60 453 1057 469 RTOR Reduction(vph) 0 17 0 0 0 41 0 4 0 0 2 185 Lane Group Flow(vph) 483 683 0 176 777 464 201 893 0 453 1102 237 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 20.0 42.8 49.6 36.2 57.2 13.8 38.8 21.0 46.0 46.0 Effective Green,g(s) 20.0 42.8 49.6 36.2 57.2 13.8 38.8 21.0 46.0 46.0 Actuated g/C Ratio 0.14 0.31 0.35 0.26 0.41 0.10 0.28 0.15 0.33 0.33 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 464 993 275 866 677 320 919 487 1048 448 v/s Ratio Prot c0.15 0.21 0.06 c0.23 0.10 0.06 0.27 c0.14 c0.35 v/s Ratio Perm 0.16 0.21 0.17 v/c Ratio 1.04 0.69 0.64 0.90 0.68 0.63 0.97 0.93 1.05 0.53 Uniform Delay,d1 60.0 42.7 33.4 50.1 34.0 60.6 50.1 58.8 47.0 38.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 0.81 0.89 Incremental Delay,d2 52.8 2.0 5.0 11.9 2.9 3.8 23.7 17.8 37.2 2.9 Delay(s) 112.8 44.7 38.4 62.0 36.9 64.5 73.7 79.1 75.4 37.0 Level of Service F D D E D E E E E D Approach Delay(s) 72.5 50.4 72.0 68.1 Approach LOS E D E E Intersection Summary HCM 2000 Control Delay 65.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.01 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 94.6% ICU Level of Service F Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/o Project 3: S Eagle Rd & E Overland Rd PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 435 500 130 165 730 475 185 770 55 435 1015 450 Future Volume(veh/h) 435 500 130 165 730 475 185 770 55 435 1015 450 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 483 556 144 176 777 505 201 837 60 453 1057 313 Peak Hour Factor 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 468 860 222 310 914 622 252 865 62 482 1195 507 Arrive On Green 0.14 0.32 0.32 0.09 0.27 0.27 0.08 0.27 0.27 0.29 0.67 0.67 Sat Flow,vehlh 3274 2649 684 1688 3367 1502 3274 3186 228 3375 3544 1502 Grp Volume(v),veh/h 483 353 347 176 777 505 201 442 455 453 1057 313 Grp Sat Flow(s),vehlh/In 1637 1683 1649 1688 1683 1502 1637 1683 1731 1688 1772 1502 Q Serve(g_s),s 20.0 25.1 25.2 10.4 30.6 38.0 8.5 36.3 36.4 18.3 33.7 16.3 Cycle Q Clear(g_c),s 20.0 25.1 25.2 10.4 30.6 38.0 8.5 36.3 36.4 18.3 33.7 16.3 Prop In Lane 1.00 0.41 1.00 1.00 1.00 0.13 1.00 1.00 Lane Grp Cap(c),veh/h 468 547 536 310 914 622 252 457 470 482 1195 507 V/C Ratio(X) 1.03 0.65 0.65 0.57 0.85 0.81 0.80 0.97 0.97 0.94 0.88 0.62 Avail Cap(c_a),veh/h 468 547 536 340 914 622 398 457 470 482 1195 507 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) 0.78 0.78 0.78 1.00 1.00 1.00 1.00 1.00 1.00 0.57 0.57 0.57 Uniform Delay(d),s/veh 60.0 40.4 40.4 33.4 48.3 36.2 63.5 50.4 50.4 49.4 20.6 17.7 Incr Delay(d2),s/veh 45.4 2.0 2.1 1.8 7.7 8.0 5.9 34.8 34.3 18.0 5.9 3.2 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/In 11.1 10.5 10.4 4.4 13.6 16.2 3.7 19.4 19.9 7.5 7.7 4.3 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 105.4 42.4 42.6 35.2 56.0 44.2 69.5 85.2 84.7 67.4 26.5 21.0 LnGrp LOS F D D D E D E F F E C C Approach Vol,veh/h 1183 1458 1098 1823 Approach Delay,s/veh 68.2 49.4 82.1 35.7 Approach LOS E D F D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.0 44.0 16.8 53.2 18.5 51.5 26.0 44.0 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 20.0 38.0 17.0 41.0 15.0 43.0 20.0 38.0 Max Q Clear Time(g_c+11),s 22.0 40.0 10.5 35.7 12.4 27.2 20.3 38.4 Green Ext Time(p-c),s 0.0 0.0 0.3 3.3 0.1 3.7 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 55.4 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 PM w/o Project 4: S Wells Ave & E Overland Rd PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 50 865 55 95 1225 210 55 10 105 45 10 225 Future Volume(vph) 50 865 55 95 1225 210 55 10 105 45 10 225 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 450 0 450 0 125 0 0 0 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 3627 1982 1209 875 Travel Time(s) 82.4 45.0 27.5 19.9 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 33.0 10.0 33.0 23.0 35.0 35.0 10.0 35.0 35.0 Total Split(s) 13.0 70.0 21.0 78.0 23.0 45.0 45.0 14.0 36.0 36.0 Total Split(%) 8.7% 46.7% 14.0% 52.0% 15.3% 30.0% 30.0% 9.3% 24.0% 24.0% Maximum Green(s) 8.0 65.0 16.0 73.0 18.0 40.0 40.0 9.0 31.0 31.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min None Min None None None None None None Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 25.0 25.0 25.0 25.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 103.1 Natural Cycle: 125 Control Type:Actuated-Uncoordinated Splits and Phases: 4:S Wells Ave&E Overland Rd 01 t02 03 -W04 005 06 07 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/o Project 4: S Wells Ave & E Overland Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 50 865 55 95 1225 210 55 10 105 45 10 225 Future Volume(vph) 50 865 55 95 1225 210 55 10 105 45 10 225 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3323 1676 3279 1676 1765 1500 1676 1765 1500 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(perm) 1676 3323 1676 3279 1676 1765 1500 1676 1765 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 56 961 61 100 1289 221 61 11 117 50 11 250 RTOR Reduction(vph) 0 2 0 0 8 0 0 0 103 0 0 183 Lane Group Flow(vph) 56 1020 0 100 1502 0 61 11 14 50 11 67 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Actuated Green,G(s) 5.7 53.3 12.6 60.2 7.6 12.3 12.3 6.1 10.8 10.8 Effective Green,g(s) 5.7 53.3 12.6 60.2 7.6 12.3 12.3 6.1 10.8 10.8 Actuated g/C Ratio 0.05 0.51 0.12 0.58 0.07 0.12 0.12 0.06 0.10 0.10 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 91 1698 202 1892 122 208 176 98 182 155 v/s Ratio Prot 0.03 0.31 c0.06 c0.46 c0.04 0.01 0.03 0.01 v/s Ratio Perm 0.01 c0.04 v/c Ratio 0.62 0.60 0.50 0.79 0.50 0.05 0.08 0.51 0.06 0.43 Uniform Delay,d1 48.2 18.0 42.9 17.2 46.5 40.8 41.0 47.7 42.2 43.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 11.7 0.6 1.9 2.4 3.2 0.1 0.2 4.4 0.1 1.9 Delay(s) 60.0 18.6 44.8 19.6 49.7 40.9 41.1 52.1 42.3 45.8 Level of Service E B D B D D D D D D Approach Delay(s) 20.7 21.2 43.9 46.7 Approach LOS C C D D Intersection Summary HCM 2000 Control Delay 24.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length(s) 104.3 Sum of lost time(s) 20.0 Intersection Capacity Utilization 74.2% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/o Project 4: S Wells Ave & E Overland Rd PM Peak Hour --I. -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(veh/h) 50 865 55 95 1225 210 55 10 105 45 10 225 Future Volume(veh/h) 50 865 55 95 1225 210 55 10 105 45 10 225 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 56 961 61 100 1289 221 61 11 117 50 11 250 Peak Hour Factor 0.90 0.90 0.90 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 71 1608 102 125 1532 260 92 362 307 63 331 281 Arrive On Green 0.04 0.50 0.50 0.07 0.53 0.53 0.05 0.20 0.20 0.04 0.19 0.19 Sat Flow,vehlh 1688 3214 204 1688 2878 489 1688 1772 1502 1688 1772 1502 Grp Volume(v),veh/h 56 503 519 100 749 761 61 11 117 50 11 250 Grp Sat Flow(s),vehlh/In 1688 1683 1735 1688 1683 1684 1688 1772 1502 1688 1772 1502 Q Serve(g_s),s 3.6 23.2 23.2 6.3 40.7 41.9 3.9 0.5 7.3 3.2 0.6 17.6 Cycle Q Clear(g_c),s 3.6 23.2 23.2 6.3 40.7 41.9 3.9 0.5 7.3 3.2 0.6 17.6 Prop In Lane 1.00 0.12 1.00 0.29 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 71 842 868 125 896 896 92 362 307 63 331 281 V/C Ratio(X) 0.79 0.60 0.60 0.80 0.84 0.85 0.66 0.03 0.38 0.79 0.03 0.89 Avail Cap(c_a),veh/h 124 1007 1038 249 1131 1132 280 652 553 140 506 429 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 51.6 19.3 19.3 49.5 21.4 21.7 50.4 34.6 37.3 51.9 36.1 43.1 Incr Delay(d2),s/veh 17.5 0.7 0.7 11.1 4.5 5.1 7.9 0.0 0.8 19.5 0.0 14.0 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/In 1.9 8.9 9.2 3.0 16.3 16.9 1.8 0.2 2.7 1.7 0.2 7.6 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 69.1 20.0 20.0 60.6 25.9 26.8 58.2 34.6 38.1 71.3 36.2 57.1 LnGrp LOS E C C E C C E C D E D E Approach Vol,veh/h 1078 1610 189 311 Approach Delay,s/veh 22.6 28.5 44.4 58.7 Approach LOS C C D E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 9.1 27.2 13.0 59.3 10.9 25.3 9.6 62.8 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 9.0 40.0 16.0 65.0 18.0 31.0 8.0 73.0 Max Q Clear Time(g_c+11),s 5.2 9.3 8.3 25.2 5.9 19.6 5.6 43.9 Green Ext Time(p-c),s 0.0 0.4 0.1 8.4 0.1 0.7 0.0 13.9 Intersection Summary HCM 6th Ctrl Delay 30.4 HCM 6th LOS C Meridian Multifamily Synchro 10 Report SCJ Alliance 12/17/2020 Lanes, Volumes, Timings Projected 2022 PM w/ Project 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Future Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 1 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 11.0 50.0 50.0 50.0 Total Split(s) 41.0 41.0 32.0 27.0 67.0 72.0 72.0 Total Split(%) 29.3% 29.3% 22.9% 19.3% 47.9% 51.4% 51.4% Maximum Green(s) 35.0 35.0 27.0 21.0 60.5 66.0 66.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 2.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 3(2%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 105 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramp 02 03 04'R'- i �38 'R'� O J Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/ Project 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Future Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 1.00 0.95 0.91 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1593 2640 1676 3353 4818 1500 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1593 2640 1676 3353 4818 1500 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Adj. Flow(vph) 0 0 0 711 0 1221 330 1500 0 0 1572 1103 RTOR Reduction(vph) 0 0 0 0 0 42 0 0 0 0 0 372 Lane Group Flow(vph) 0 0 0 355 356 1179 330 1500 0 0 1572 731 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 33.7 33.7 60.7 22.3 61.8 66.0 66.0 Effective Green,g(s) 33.7 33.7 60.7 22.3 61.8 66.0 66.0 Actuated g/C Ratio 0.24 0.24 0.43 0.16 0.44 0.47 0.47 Clearance Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 383 383 1238 266 1480 2271 707 v/s Ratio Prot c0.18 c0.20 0.45 0.33 v/s Ratio Perm 0.22 0.22 0.26 c0.49 v/c Ratio 0.93 0.93 0.95 1.24 1.01 0.69 1.03 Uniform Delay,d1 51.9 52.0 38.3 58.9 39.1 29.0 37.0 Progression Factor 1.00 1.00 1.00 1.08 0.85 1.00 1.00 Incremental Delay,d2 28.0 28.5 15.5 131.9 24.6 1.8 43.1 Delay(s) 80.0 80.5 53.8 195.4 57.8 30.8 80.1 Level of Service E F D F E C F Approach Delay(s) 0.0 63.5 82.6 51.1 Approach LOS A E F D Intersection Summary HCM 2000 Control Delay 63.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.07 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 18.0 Intersection Capacity Utilization 122.2% ICU Level of Service H Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/ Project 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr tt ttt r Traffic Volume(veh/h) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Future Volume(veh/h) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 711 0 0 330 1500 0 0 1572 1103 Peak Hour Factor 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2 Cap,veh/h 772 0 253 2296 0 0 2383 740 Arrive On Green 0.23 0.00 0.00 0.15 0.68 0.00 0.00 0.49 0.49 Sat Flow,vehlh 3375 0 3003 1688 3455 0 0 4997 1502 Grp Volume(v),veh/h 711 0 0 330 1500 0 0 1572 1103 Grp Sat Flow(s),vehlh/In 1688 0 1502 1688 1683 0 0 1612 1502 Q Serve(g_s),s 28.8 0.0 0.0 21.0 35.8 0.0 0.0 34.2 69.0 Cycle Q Clear(g_c),s 28.8 0.0 0.0 21.0 35.8 0.0 0.0 34.2 69.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 772 0 253 2296 0 0 2383 740 V/C Ratio(X) 0.92 0.00 1.30 0.65 0.00 0.00 0.66 1.49 Avail Cap(c_a),veh/h 844 0 253 2296 0 0 2383 740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 52.8 0.0 0.0 59.5 12.8 0.0 0.0 26.7 35.5 Incr Delay(d2),s/veh 14.5 0.0 0.0 162.3 1.5 0.0 0.0 1.4 228.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 13.8 0.0 0.0 20.4 13.3 0.0 0.0 13.4 71.4 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 67.3 0.0 0.0 221.8 14.2 0.0 0.0 28.1 263.5 LnGrp LOS E A F B A A C F Approach Vol,veh/h 711 A 1830 2675 Approach Delay,s/veh 67.3 51.7 125.2 Approach LOS E D F Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 38.0 27.0 75.0 102.0 Change Period (Y+Rc),s 6.0 6.0 6.0 6.5 Max Green Setting(Gmax),s 35.0 21.0 66.0 60.5 Max Q Clear Time(g_c+11),s 30.8 23.0 71.0 37.8 Green Ext Time(p-c),s 1.2 0.0 0.0 12.6 Intersection Summary HCM 6th Ctrl Delay 91.5 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 PM w/ Project 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 735 485 0 935 1430 0 Future Volume(vph) 735 485 0 935 1430 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Storage Length(ft) 350 0 0 0 Storage Lanes 2 1 0 0 Taper Length(ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 30 30 30 Link Distance(ft) 1089 863 812 Travel Time(s) 24.8 19.6 18.5 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Detector Phase 6 4 8 4 Switch Phase Minimum Initial (s) 5.0 10.0 10.0 10.0 Minimum Split(s) 23.5 24.0 24.0 24.0 Total Split(s) 33.0 37.0 37.0 37.0 Total Split(%) 47.1% 52.9% 52.9% 52.9% Maximum Green(s) 27.5 31.0 31.0 31.0 Yellow Time(s) 4.0 5.0 5.0 5.0 All-Red Time(s) 1.5 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 6.0 6.0 6.0 Lead/Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 Recall Mode None C-Min C-Min C-Min Intersection Summary Area Type: Other Cycle Length:70 Actuated Cycle Length:70 Offset:39(56%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:60 Control Type:Actuated-Coordinated Splits and Phases: 2:S Eagle Rd&1-84 EB Ramp I 06 T 04 rR' 08 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/ Project 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(vph) 735 485 0 935 1430 0 Future Volume(vph) 735 485 0 935 1430 0 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.5 6.0 6.0 6.0 Lane Util. Factor 0.97 1.00 0.95 0.95 Frt 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 1.00 Satd. Flow(prot) 3252 1500 3353 3353 Flt Permitted 0.95 1.00 1.00 1.00 Satd. Flow(perm) 3252 1500 3353 3353 Peak-hour factor, PHF 0.95 0.95 0.93 0.93 0.95 0.95 Adj. Flow(vph) 774 511 0 1005 1505 0 RTOR Reduction(vph) 0 246 0 0 0 0 Lane Group Flow(vph) 774 265 0 1005 1505 0 Turn Type Prot Perm NA NA Protected Phases 6 8 4 Permitted Phases 4 Actuated Green,G(s) 22.2 36.3 36.3 36.3 Effective Green,g(s) 22.2 36.3 36.3 36.3 Actuated g/C Ratio 0.32 0.52 0.52 0.52 Clearance Time(s) 5.5 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 1031 777 1738 1738 v/s Ratio Prot c0.24 0.30 c0.45 v/s Ratio Perm 0.18 v/c Ratio 0.75 0.34 0.58 0.87 Uniform Delay,d1 21.4 9.9 11.6 14.7 Progression Factor 1.00 1.00 1.34 0.76 Incremental Delay,d2 3.1 1.2 0.5 4.0 Delay(s) 24.5 11.0 16.0 15.1 Level of Service C B B B Approach Delay(s) 19.2 16.0 15.1 Approach LOS B B B Intersection Summary HCM 2000 Control Delay 16.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length(s) 70.0 Sum of lost time(s) 11.5 Intersection Capacity Utilization 122.2% ICU Level of Service H Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/ Project 2: S Eagle Rd & 1-84 EB Ramp II PM Peak Hour t t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt tt Traffic Volume(veh/h) 735 485 0 935 1430 0 Future Volume(veh/h) 735 485 0 935 1430 0 Initial Q(Qb),veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow,vehlh/In 1772 1772 0 1772 1772 0 Adj Flow Rate,veh/h 774 511 0 1005 1505 0 Peak Hour Factor 0.95 0.95 0.93 0.93 0.95 0.95 Percent Heavy Veh, % 2 2 0 2 2 0 Cap,veh/h 1224 562 0 1554 1554 0 Arrive On Green 0.37 0.37 0.00 0.61 0.46 0.00 Sat Flow,vehlh 3274 1502 0 3544 3544 0 Grp Volume(v),veh/h 774 511 0 1005 1505 0 Grp Sat Flow(s),vehlh/In 1637 1502 0 1683 1683 0 Q Serve(g_s),s 13.6 22.6 0.0 13.4 30.5 0.0 Cycle Q Clear(g_c),s 13.6 22.6 0.0 13.4 30.5 0.0 Prop In Lane 1.00 1.00 0.00 0.00 Lane Grp Cap(c),veh/h 1224 562 0 1554 1554 0 V/C Ratio(X) 0.63 0.91 0.00 0.65 0.97 0.00 Avail Cap(c_a),veh/h 1286 590 0 1554 1554 0 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.23 1.00 0.00 Uniform Delay(d),s/veh 18.0 20.8 0.0 9.9 18.3 0.0 Incr Delay(d2),s/veh 0.9 17.8 0.0 0.5 16.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 4.9 10.0 0.0 3.6 13.9 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 18.9 38.6 0.0 10.3 34.8 0.0 LnGrp LOS B D A B C A Approach Vol,veh/h 1285 1005 1505 Approach Delay,s/veh 26.7 10.3 34.8 Approach LOS C B C Timer-Assigned Phs 4 6 8 Phs Duration(G+Y+Rc),s 38.3 31.7 38.3 Change Period (Y+Rc),s 6.0 5.5 6.0 Max Green Setting(Gmax),s 31.0 27.5 31.0 Max Q Clear Time(g_c+11),s 32.5 24.6 15.4 Green Ext Time(p-c),s 0.0 1.6 6.5 Intersection Summary HCM 6th Ctrl Delay 25.6 HCM 6th LOS C Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 PM w/ Project 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1982 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 26.0 49.0 21.0 44.0 26.0 23.0 44.0 26.0 47.0 47.0 Total Split(%) 18.6% 35.0% 15.0% 31.4% 18.6% 16.4% 31.4% 18.6% 33.6% 33.6% Maximum Green(s) 20.0 43.0 15.0 38.0 20.0 17.0 38.0 20.0 41.0 41.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset:40(29%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 140 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 00 1 02 03 04'R'- 0 536 J 108 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/ Project 3: S Eagle Rd & E Overland Rd PM Peak Hour -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3248 1676 3353 1500 3252 3319 3252 3190 1365 Flt Permitted 0.95 1.00 0.24 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3248 427 3353 1500 3252 3319 3252 3190 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Adj. Flow(vph) 511 572 150 176 803 505 207 837 60 453 1057 510 RTOR Reduction(vph) 0 17 0 0 0 41 0 4 0 0 2 184 Lane Group Flow(vph) 511 705 0 176 803 464 207 893 0 453 1106 275 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 20.0 43.5 50.3 36.9 57.5 14.0 38.5 20.6 45.1 45.1 Effective Green,g(s) 20.0 43.5 50.3 36.9 57.5 14.0 38.5 20.6 45.1 45.1 Actuated g/C Ratio 0.14 0.31 0.36 0.26 0.41 0.10 0.28 0.15 0.32 0.32 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 464 1009 272 883 680 325 912 478 1027 439 v/s Ratio Prot c0.16 0.22 0.06 c0.24 0.10 0.06 0.27 c0.14 c0.35 v/s Ratio Perm 0.17 0.21 0.20 v/c Ratio 1.10 0.70 0.65 0.91 0.68 0.64 0.98 0.95 1.08 0.63 Uniform Delay,d1 60.0 42.5 33.0 49.9 33.8 60.6 50.4 59.2 47.5 40.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.05 0.81 0.84 Incremental Delay,d2 72.2 2.1 5.2 13.0 2.8 4.1 25.3 20.3 45.9 4.1 Delay(s) 132.2 44.6 38.2 63.0 36.6 64.6 75.6 82.2 84.5 38.1 Level of Service F D D E D E E F F D Approach Delay(s) 80.9 51.0 73.6 73.4 Approach LOS F D E E Intersection Summary HCM 2000 Control Delay 69.3 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 96.7% ICU Level of Service F Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/ Project 3: S Eagle Rd & E Overland Rd PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(veh/h) 460 515 135 165 755 475 190 770 55 435 1015 490 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 511 572 150 176 803 505 207 837 60 453 1057 354 Peak Hour Factor 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 468 858 224 303 914 622 258 865 62 482 1189 504 Arrive On Green 0.14 0.32 0.32 0.09 0.27 0.27 0.08 0.27 0.27 0.29 0.67 0.67 Sat Flow,vehlh 3274 2641 690 1688 3367 1502 3274 3186 228 3375 3544 1502 Grp Volume(v),veh/h 511 364 358 176 803 505 207 442 455 453 1057 354 Grp Sat Flow(s),vehlh/In 1637 1683 1648 1688 1683 1502 1637 1683 1731 1688 1772 1502 Q Serve(g_s),s 20.0 26.1 26.2 10.4 31.9 38.0 8.7 36.3 36.4 18.3 34.1 20.5 Cycle Q Clear(g_c),s 20.0 26.1 26.2 10.4 31.9 38.0 8.7 36.3 36.4 18.3 34.1 20.5 Prop In Lane 1.00 0.42 1.00 1.00 1.00 0.13 1.00 1.00 Lane Grp Cap(c),veh/h 468 547 535 303 914 622 258 457 470 482 1189 504 V/C Ratio(X) 1.09 0.67 0.67 0.58 0.88 0.81 0.80 0.97 0.97 0.94 0.89 0.70 Avail Cap(c_a),veh/h 468 547 535 333 914 622 398 457 470 482 1189 504 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) 0.81 0.81 0.81 1.00 1.00 1.00 1.00 1.00 1.00 0.54 0.54 0.54 Uniform Delay(d),s/veh 60.0 40.7 40.8 33.6 48.8 36.2 63.4 50.4 50.4 49.4 20.9 18.7 Incr Delay(d2),s/veh 65.2 2.5 2.6 2.1 9.8 8.0 6.6 34.8 34.3 17.3 5.9 4.4 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/In 12.4 11.0 10.9 4.4 14.4 16.2 3.8 19.4 19.9 7.4 7.8 5.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 125.2 43.2 43.4 35.7 58.6 44.2 70.0 85.2 84.7 66.7 26.8 23.1 LnGrp LOS F D D D E D E F F E C C Approach Vol,veh/h 1233 1484 1104 1864 Approach Delay,s/veh 77.2 51.0 82.1 35.8 Approach LOS E D F D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 26.0 44.0 17.0 53.0 18.5 51.5 26.0 44.0 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 20.0 38.0 17.0 41.0 15.0 43.0 20.0 38.0 Max Q Clear Time(g_c+11),s 22.0 40.0 10.7 36.1 12.4 28.2 20.3 38.4 Green Ext Time(p-c),s 0.0 0.0 0.3 3.2 0.1 3.7 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 57.7 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 PM w/ Project 4: S Wells Ave & E Overland Rd PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 75 865 55 95 1225 285 55 15 105 90 15 240 Future Volume(vph) 75 865 55 95 1225 285 55 15 105 90 15 240 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 450 0 450 0 125 0 100 100 Storage Lanes 1 0 1 0 1 1 1 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 3627 1982 1209 473 Travel Time(s) 82.4 45.0 27.5 10.8 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Detector Phase 7 4 3 8 5 2 2 1 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 10.0 33.0 10.0 33.0 22.5 35.0 35.0 10.0 35.0 35.0 Total Split(s) 14.0 71.0 21.0 78.0 22.6 38.0 38.0 20.0 35.4 35.4 Total Split(%) 9.3% 47.3% 14.0% 52.0% 15.1% 25.3% 25.3% 13.3% 23.6% 23.6% Maximum Green(s) 9.0 66.0 16.0 73.0 17.6 33.0 33.0 15.0 30.4 30.4 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None Min None None None None None None Min Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 25.0 25.0 25.0 25.0 Pedestrian Calls(#/hr) 0 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 121.6 Natural Cycle: 135 Control Type:Actuated-Uncoordinated Splits and Phases: 4::S Wells Ave&E Overland Rd 01 I3 ► 4 �5 �36 "0708 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/ Project 4: S Wells Ave & E Overland Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(vph) 75 865 55 95 1225 285 55 15 105 90 15 240 Future Volume(vph) 75 865 55 95 1225 285 55 15 105 90 15 240 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(prot) 1676 3323 1676 3258 1676 1765 1500 1676 1765 1500 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow(perm) 1676 3323 1676 3258 1676 1765 1500 1676 1765 1500 Peak-hour factor, PHF 0.90 0.90 0.90 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow(vph) 83 961 61 100 1289 300 61 17 117 100 17 267 RTOR Reduction(vph) 0 2 0 0 11 0 0 0 107 0 0 194 Lane Group Flow(vph) 83 1020 0 100 1578 0 61 17 10 100 17 73 Turn Type Prot NA Prot NA Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 2 6 Actuated Green,G(s) 9.0 67.6 12.2 70.8 8.4 10.8 10.8 12.0 14.4 14.4 Effective Green,g(s) 9.0 67.6 12.2 70.8 8.4 10.8 10.8 12.0 14.4 14.4 Actuated g/C Ratio 0.07 0.55 0.10 0.58 0.07 0.09 0.09 0.10 0.12 0.12 Clearance Time(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 123 1832 166 1881 114 155 132 164 207 176 v/s Ratio Prot 0.05 0.31 c0.06 c0.48 0.04 0.01 c0.06 0.01 v/s Ratio Perm 0.01 c0.05 v/c Ratio 0.67 0.56 0.60 0.84 0.54 0.11 0.08 0.61 0.08 0.41 Uniform Delay,d1 55.4 17.8 52.9 21.2 55.2 51.5 51.3 53.1 48.2 50.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 13.7 0.4 6.0 3.5 4.8 0.3 0.3 6.3 0.2 1.6 Delay(s) 69.0 18.2 58.9 24.7 60.0 51.8 51.6 59.3 48.4 51.8 Level of Service E B E C E D D E D D Approach Delay(s) 22.0 26.7 54.2 53.6 Approach LOS C C D D Intersection Summary HCM 2000 Control Delay 29.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length(s) 122.6 Sum of lost time(s) 20.0 Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/ Project 4: S Wells Ave & E Overland Rd PM Peak Hour -*--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip t t r t r Traffic Volume(veh/h) 75 865 55 95 1225 285 55 15 105 90 15 240 Future Volume(veh/h) 75 865 55 95 1225 285 55 15 105 90 15 240 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 83 961 61 100 1289 300 61 17 117 100 17 267 Peak Hour Factor 0.90 0.90 0.90 0.95 0.95 0.95 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 103 1677 106 123 1451 332 88 308 261 123 345 292 Arrive On Green 0.06 0.52 0.52 0.07 0.53 0.53 0.05 0.17 0.17 0.07 0.19 0.19 Sat Flow,vehlh 1688 3214 204 1688 2720 623 1688 1772 1502 1688 1772 1502 Grp Volume(v),veh/h 83 503 519 100 790 799 61 17 117 100 17 267 Grp Sat Flow(s),vehlh/In 1688 1683 1735 1688 1683 1660 1688 1772 1502 1688 1772 1502 Q Serve(g_s),s 6.1 25.7 25.7 7.3 51.9 54.5 4.5 1.0 8.8 7.3 1.0 21.9 Cycle Q Clear(g_c),s 6.1 25.7 25.7 7.3 51.9 54.5 4.5 1.0 8.8 7.3 1.0 21.9 Prop In Lane 1.00 0.12 1.00 0.38 1.00 1.00 1.00 1.00 Lane Grp Cap(c),veh/h 103 878 905 123 898 885 88 308 261 123 345 292 V/C Ratio(X) 0.81 0.57 0.57 0.81 0.88 0.90 0.69 0.06 0.45 0.81 0.05 0.91 Avail Cap(c_a),veh/h 121 884 911 215 977 964 236 465 394 201 428 363 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay(d),s/veh 58.3 20.5 20.5 57.4 25.8 26.4 58.6 43.3 46.6 57.5 41.2 49.6 Incr Delay(d2),s/veh 28.0 0.9 0.9 12.0 8.8 11.0 9.4 0.1 1.2 12.1 0.1 23.8 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/In 3.4 10.1 10.4 3.5 22.2 23.4 2.1 0.5 3.4 3.5 0.4 10.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 86.3 21.4 21.4 69.5 34.6 37.4 68.0 43.4 47.8 69.6 41.3 73.5 LnGrp LOS F C C E C D E D D E D E Approach Vol,veh/h 1105 1689 195 384 Approach Delay,s/veh 26.3 38.0 53.7 71.0 Approach LOS C D D E Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 14.2 26.8 14.2 70.6 11.5 29.4 12.7 72.1 Change Period (Y+Rc),s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 15.0 33.0 16.0 66.0 17.6 30.4 9.0 73.0 Max Q Clear Time(g_c+11),s 9.3 10.8 9.3 27.7 6.5 23.9 8.1 56.5 Green Ext Time(p-c),s 0.1 0.4 0.1 8.3 0.1 0.5 0.0 10.6 Intersection Summary HCM 6th Ctrl Delay 38.8 HCM 6th LOS D Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th TWSC Projected 2022 PM w/ Project 5: Cinema Dr/South Site Driveway & S Wells Ave PM Peak Hour Intersection Int Delay,s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations '+ Traffic Vol,veh/h 1 1 225 45 1 1 220 85 65 1 75 1 Future Vol,veh/h 1 1 225 45 1 1 220 85 65 1 75 1 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - - None Storage Length 100 - - 100 - 100 - Veh in Median Storage,# - 0 - 0 - 0 - - 0 Grade, % - 0 - 0 - 0 - - 0 Peak Hour Factor 92 92 92 90 92 90 92 90 90 90 90 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 1 245 50 1 1 239 94 72 1 83 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 695 730 84 817 694 130 84 0 0 166 0 0 Stage 1 86 86 - 608 608 - - - - - - - Stage 2 609 644 - 209 86 - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - 4.12 - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 - Pot Cap-1 Maneuver 357 349 975 295 366 920 1513 - 1412 - Stage 1 922 824 - 483 486 - - - - - Stage 2 482 468 - 793 824 - - - - - Platoon blocked,% - - Mov Cap-1 Maneuver 312 294 975 194 308 920 1513 - 1412 - Mov Cap-2 Maneuver 312 294 - 194 308 - - - - - Stage 1 776 823 - 407 409 - - - Stage 2 404 394 - 593 823 - - - Approach EB WB NB SIB HCM Control Delay,s 10 29.4 4.6 0.1 HCM LOS B D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity(veh/h) 1513 - 312 965 199 1412 - HCM Lane V/C Ratio 0.158 - 0.003 0.255 0.262 0.001 - HCM Control Delay(s) 7.8 - 16.6 10 29.4 7.6 - HCM Lane LOS A - C B D A - HCM 95th%tile Q(veh) 0.6 - 0 1 1 0 - Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 HCM 6th TWSC Projected 2022 PM w/ Project 6: S Wells Ave & North Site Driveway PM Peak Hour Intersection Int Delay,s/veh 3.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol,veh/h 20 0 0 30 0 0 Future Vol,veh/h 20 0 0 30 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 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 22 0 0 33 0 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 18 17 0 0 33 0 Stage 1 17 - - - - - Stage 2 1 - - - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - - - Critical Hdwy Stg 2 5.42 - - - Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap-1 Maneuver 1000 1062 - 1579 Stage 1 1006 - - - Stage 2 1022 - - - Platoon blocked,% - Mov Cap-1 Maneuver 1000 1062 - 1579 Mov Cap-2 Maneuver 1000 - - - Stage 1 1006 - - Stage 2 1022 - - Approach WB NB SB HCM Control Delay,s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity(veh/h) - 1000 1579 HCM Lane V/C Ratio - 0.022 - HCM Control Delay(s) - 8.7 0 HCM Lane LOS - A A HCM 95th%tile Q(veh) - 0.1 0 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/18/2020 Lanes, Volumes, Timings Projected 2022 PM w/ Project with Imp 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr )) ttt tti" r Traffic Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Future Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 0 0 1000 1000 675 0 0 450 Storage Lanes 0 0 1 1 2 0 0 1 Taper Length(ft) 25 25 25 25 Right Turn on Red No No No Yes Link Speed (mph) 30 30 30 30 Link Distance(ft) 481 1999 925 1575 Travel Time(s) 10.9 45.4 21.0 35.8 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Detector Phase 2 2 7 3 8 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 5.0 10.0 10.0 10.0 Minimum Split(s) 34.0 34.0 10.0 11.0 50.0 50.0 50.0 Total Split(s) 47.0 47.0 38.0 32.0 65.0 71.0 71.0 Total Split(%) 31.3% 31.3% 25.3% 21.3% 43.3% 47.3% 47.3% Maximum Green(s) 41.0 41.0 33.0 26.0 58.5 65.0 65.0 Yellow Time(s) 4.0 4.0 4.0 4.0 5.0 5.0 5.0 All-Red Time(s) 2.0 2.0 1.0 2.0 1.5 1.0 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lead/Lag Lag Lead Lead Lag Lag Lead-Lag Optimize? Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None C-Min C-Min C-Min Walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 23.0 23.0 11.0 Pedestrian Calls(#/hr) 0 0 0 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset:0(0%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle:95 Control Type:Actuated-Coordinated Splits and Phases: 1:S Eagle Rd&1-84 WB Ramp 02 03 i 08 'R'- 07 Meridian Multifamily Synchro 10 Report SCJ Alliance 12/21/2020 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/ Project with Imp 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr )) ttt tti" r Traffic Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Future Volume(vph) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Lane Util. Factor 0.95 0.95 0.88 0.97 0.91 0.86 0.86 Frt 1.00 1.00 0.85 1.00 1.00 0.96 0.85 Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(prot) 1593 1593 2640 3252 4818 4389 1290 Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow(perm) 1593 1593 2640 3252 4818 4389 1290 Peak-hour factor, PHF 0.96 0.96 0.96 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Adj. Flow(vph) 0 0 0 711 0 1221 330 1500 0 0 1572 1103 RTOR Reduction(vph) 0 0 0 0 0 0 0 0 0 0 34 308 Lane Group Flow(vph) 0 0 0 355 356 1221 330 1500 0 0 2034 299 Turn Type Perm NA custom Prot NA NA Perm Protected Phases 2 7 3 8 4 Permitted Phases 2 2 4 Actuated Green,G(s) 37.6 37.6 74.2 20.4 58.3 74.0 74.0 Effective Green,g(s) 37.6 37.6 74.2 20.4 58.3 74.0 74.0 Actuated g/C Ratio 0.25 0.25 0.49 0.14 0.39 0.49 0.49 Clearance Time(s) 6.0 6.0 5.0 6.0 6.5 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 399 399 1393 442 1872 2165 636 v/s Ratio Prot c0.21 0.10 c0.31 c0.46 v/s Ratio Perm 0.22 0.22 0.25 0.23 v/c Ratio 0.89 0.89 0.88 0.75 0.80 0.94 0.47 Uniform Delay,d1 54.2 54.2 33.8 62.3 40.7 35.9 25.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 20.7 21.4 6.5 6.8 3.7 9.6 2.5 Delay(s) 74.9 75.6 40.3 69.1 44.4 45.4 27.6 Level of Service E E D E D D C Approach Delay(s) 0.0 53.2 48.9 41.4 Approach LOS A D D D Intersection Summary HCM 2000 Control Delay 47.1 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) 18.0 Intersection Capacity Utilization 90.4% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 12/21/2020 HCM 6th Signalized Intersection Summary Projected 2022 PM w/ Project with Imp 1: S Eagle Rd & 1-84 WB Ramp PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 rr )) ttt tti" r Traffic Volume(veh/h) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 Future Volume(veh/h) 0 0 0 675 0 1160 300 1365 0 0 1525 1070 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,vehlh/In 1772 1772 1772 1772 1772 0 0 1772 1772 Adj Flow Rate,veh/h 711 0 0 330 1500 0 0 1482 1163 Peak Hour Factor 0.95 0.95 0.95 0.91 0.91 0.91 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 0 0 2 2 Cap,veh/h 780 0 385 3316 0 0 1883 1596 Arrive On Green 0.23 0.00 0.00 0.12 0.69 0.00 0.00 0.53 0.53 Sat Flow,vehlh 3375 0 3003 3274 4997 0 0 3544 3003 Grp Volume(v),veh/h 711 0 0 330 1500 0 0 1482 1163 Grp Sat Flow(s),vehlh/In 1688 0 1502 1637 1612 0 0 1772 1502 Q Serve(g_s),s 30.8 0.0 0.0 14.8 21.2 0.0 0.0 50.5 44.4 Cycle Q Clear(g_c),s 30.8 0.0 0.0 14.8 21.2 0.0 0.0 50.5 44.4 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 780 0 385 3316 0 0 1883 1596 V/C Ratio(X) 0.91 0.00 0.86 0.45 0.00 0.00 0.79 0.73 Avail Cap(c_a),veh/h 923 0 567 3316 0 0 1883 1596 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay(d),s/veh 56.2 0.0 0.0 64.9 10.8 0.0 0.0 28.3 26.9 Incr Delay(d2),s/veh 11.7 0.0 0.0 8.5 0.4 0.0 0.0 3.4 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 14.4 0.0 0.0 6.7 7.5 0.0 0.0 22.1 16.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 67.9 0.0 0.0 73.5 11.2 0.0 0.0 31.7 29.9 LnGrp LOS E A E B A A C C Approach Vol,veh/h 711 A 1830 2645 Approach Delay,s/veh 67.9 22.4 30.9 Approach LOS E C C Timer-Assigned Phs 2 3 4 8 Phs Duration(G+Y+Rc),s 40.7 23.6 85.7 109.3 Change Period (Y+Rc),s 6.0 6.0 6.0 6.5 Max Green Setting(Gmax),s 41.0 26.0 65.0 58.5 Max Q Clear Time(g_c+11),s 32.8 16.8 52.5 23.2 Green Ext Time(p-c),s 1.9 0.8 10.7 15.0 Intersection Summary HCM 6th Ctrl Delay 33.0 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for[WBR]is excluded from calculations of the approach delay and intersection delay. Meridian Multifamily Synchro 10 Report SCJ Alliance 12/21/2020 Lanes, Volumes, Timings Projected 2022 PM w/ Project with Imp 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1982 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 43.0 79.0 25.0 61.0 39.0 22.0 67.0 39.0 84.0 84.0 Total Split(%) 20.5% 37.6% 11.9% 29.0% 18.6% 10.5% 31.9% 18.6% 40.0% 40.0% Maximum Green(s) 37.0 73.0 19.0 55.0 33.0 16.0 61.0 33.0 78.0 78.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length:210 Actuated Cycle Length:210 Offset:0(0%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 140 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 01 07 03 0 5 -1"06 ��37 I s 8 =WJ Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM Signalized Intersection Capacity Analysis Projected 2022 PM w/ Project with Imp 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.95 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 3248 1676 3353 1500 3252 3319 3252 3190 1365 Flt Permitted 0.95 1.00 0.29 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 3248 508 3353 1500 3252 3319 3252 3190 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Adj. Flow(vph) 511 572 150 176 803 505 207 837 60 453 1057 510 RTOR Reduction(vph) 0 11 0 0 0 46 0 3 0 0 1 212 Lane Group Flow(vph) 511 711 0 176 803 459 207 894 0 453 1107 247 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 35.7 71.8 70.9 53.5 85.6 15.9 64.7 32.1 80.9 80.9 Effective Green,g(s) 35.7 71.8 70.9 53.5 85.6 15.9 64.7 32.1 80.9 80.9 Actuated g/C Ratio 0.17 0.34 0.34 0.25 0.41 0.08 0.31 0.15 0.39 0.39 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 552 1110 268 854 654 246 1022 497 1228 525 v/s Ratio Prot c0.16 0.22 0.05 c0.24 0.11 0.06 0.27 c0.14 c0.35 v/s Ratio Perm 0.17 0.20 0.18 v/c Ratio 0.93 0.64 0.66 0.94 0.70 0.84 0.87 0.91 0.90 0.47 Uniform Delay,d1 85.8 58.2 52.0 76.7 51.6 95.8 68.8 87.6 60.8 48.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,d2 21.5 1.3 5.7 18.0 3.4 22.1 10.4 20.9 10.8 3.0 Delay(s) 107.4 59.5 57.7 94.7 55.0 117.9 79.2 108.5 71.6 51.5 Level of Service F E E F E F E F E D Approach Delay(s) 79.3 76.8 86.5 75.3 Approach LOS E E F E Intersection Summary HCM 2000 Control Delay 78.6 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.93 Actuated Cycle Length(s) 210.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 96.7% ICU Level of Service F Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM 6th Signalized Intersection Summary Projected 2022 PM w/ Project with Imp 3: S Eagle Rd & E Overland Rd PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tip tt r t t r Traffic Volume(veh/h) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(veh/h) 460 515 135 165 755 475 190 770 55 435 1015 490 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 511 572 150 176 803 505 207 837 60 453 1057 354 Peak Hour Factor 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 544 904 236 296 882 612 237 994 71 491 1365 578 Arrive On Green 0.17 0.34 0.34 0.09 0.26 0.26 0.07 0.31 0.31 0.05 0.13 0.13 Sat Flow,vehlh 3274 2641 690 1688 3367 1502 3274 3186 228 3375 3544 1502 Grp Volume(v),veh/h 511 364 358 176 803 505 207 442 455 453 1057 354 Grp Sat Flow(s),vehlh/In 1637 1683 1648 1688 1683 1502 1637 1683 1731 1688 1772 1502 Q Serve(g_s),s 32.4 38.1 38.3 16.0 48.5 55.0 13.1 51.5 51.5 28.1 60.6 46.9 Cycle Q Clear(g_c),s 32.4 38.1 38.3 16.0 48.5 55.0 13.1 51.5 51.5 28.1 60.6 46.9 Prop In Lane 1.00 0.42 1.00 1.00 1.00 0.13 1.00 1.00 Lane Grp Cap(c),veh/h 544 577 564 296 882 612 237 525 540 491 1365 578 V/C Ratio(X) 0.94 0.63 0.63 0.59 0.91 0.83 0.87 0.84 0.84 0.92 0.77 0.61 Avail Cap(c_a),veh/h 577 585 573 304 882 612 249 525 540 530 1365 578 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) 0.81 0.81 0.81 1.00 1.00 1.00 1.00 1.00 1.00 0.54 0.54 0.54 Uniform Delay(d),s/veh 86.5 57.9 58.0 51.3 75.1 55.5 96.4 67.4 67.4 98.8 82.8 76.8 Incr Delay(d2),s/veh 19.6 1.7 1.8 3.0 13.4 9.0 26.3 15.1 14.8 13.1 2.4 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/In 15.2 16.5 16.3 7.1 22.6 25.3 6.5 24.3 24.9 13.8 29.6 19.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 106.1 59.7 59.8 54.3 88.5 64.6 122.7 82.5 82.2 111.9 85.2 79.4 LnGrp LOS F E E D F E F F F F F E Approach Vol,veh/h 1233 1484 1104 1864 Approach Delay,s/veh 79.0 76.3 89.9 90.6 Approach LOS E E F F Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 40.9 61.0 21.2 86.9 24.0 77.9 36.6 71.5 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 37.0 55.0 16.0 78.0 19.0 73.0 33.0 61.0 Max Q Clear Time(g_c+11),s 34.4 57.0 15.1 62.6 18.0 40.3 30.1 53.5 Green Ext Time(p-c),s 0.5 0.0 0.1 7.1 0.0 4.7 0.5 3.1 Intersection Summary HCM 6th Ctrl Delay 84.2 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 Lanes, Volumes, Timings Projected 2022 PM w/ Project with Imp - Overland Widened 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1' 4--- t t Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations )) tt ) ttt r t t r Traffic Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Storage Length(ft) 400 0 250 275 200 0 400 500 Storage Lanes 2 0 1 1 2 0 2 1 Taper Length(ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 40 50 Link Distance(ft) 1982 2137 1858 863 Travel Time(s) 33.8 36.4 31.7 11.8 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Detector Phase 1 6 5 2 7 3 8 7 4 4 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 9.0 5.0 5.0 10.0 5.0 10.0 10.0 Minimum Split(s) 11.0 41.0 11.0 44.0 11.0 11.0 44.0 11.0 40.0 40.0 Total Split(s) 31.0 49.0 22.0 40.0 25.0 15.0 44.0 25.0 54.0 54.0 Total Split(%) 22.1% 35.0% 15.7% 28.6% 17.9% 10.7% 31.4% 17.9% 38.6% 38.6% Maximum Green(s) 25.0 43.0 16.0 34.0 19.0 9.0 38.0 19.0 48.0 48.0 Yellow Time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time(s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Min None C-Min C-Min Walk Time(s) 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 30.0 33.0 33.0 29.0 29.0 Pedestrian Calls(#/hr) 0 0 0 0 0 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset:40(29%), Referenced to phase 4:SBT and 8:NBT,Start of Green Natural Cycle: 140 Control Type:Actuated-Coordinated Splits and Phases: 3:S Eagle Rd&E Overland Rd 00 1 02 03 0 0 5 '06 MM" Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM Signalized Intersection CapadR 4&,,iZ022 PM w/ Project with Imp - Overland Widened 3: S Eagle Rd & E Overland Rd PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations )) tt ) ttt r t t r Traffic Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(vph) 460 515 135 165 755 475 190 770 55 435 1015 490 Ideal Flow(vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time(s) 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 0.91 1.00 0.91 1.00 0.97 0.95 0.97 0.91 0.91 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 0.99 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(prot) 3252 4668 1676 4818 1500 3252 3319 3252 3190 1365 Flt Permitted 0.95 1.00 0.36 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow(perm) 3252 4668 628 4818 1500 3252 3319 3252 3190 1365 Peak-hour factor, PHF 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Adj. Flow(vph) 511 572 150 176 803 505 207 837 60 453 1057 510 RTOR Reduction(vph) 0 35 0 0 0 73 0 4 0 0 3 221 Lane Group Flow(vph) 511 687 0 176 803 432 207 893 0 453 1105 238 Turn Type Prot NA pm+pt NA pm+ov Prot NA Prot NA Perm Protected Phases 1 6 5 2 7 3 8 7 4 Permitted Phases 2 2 4 Actuated Green,G(s) 24.4 40.1 43.7 29.7 52.6 12.3 39.0 22.9 49.6 49.6 Effective Green,g(s) 24.4 40.1 43.7 29.7 52.6 12.3 39.0 22.9 49.6 49.6 Actuated g/C Ratio 0.17 0.29 0.31 0.21 0.38 0.09 0.28 0.16 0.35 0.35 Clearance Time(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap(vph) 566 1337 300 1022 627 285 924 531 1130 483 v/s Ratio Prot c0.16 0.15 0.06 c0.17 0.11 0.06 0.27 c0.14 c0.35 v/s Ratio Perm 0.12 0.18 0.17 v/c Ratio 0.90 0.51 0.59 0.79 0.69 0.73 0.97 0.85 0.98 0.49 Uniform Delay,d1 56.6 41.8 37.0 52.1 36.8 62.2 49.9 56.9 44.7 35.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 0.77 1.06 Incremental Delay,d2 17.7 0.3 2.9 4.0 3.2 8.9 22.6 8.2 16.4 2.2 Delay(s) 74.3 42.1 39.9 56.2 40.0 71.1 72.5 70.0 50.8 39.7 Level of Service E D D E D E E E D D Approach Delay(s) 55.5 48.7 72.2 52.6 Approach LOS E D E D Intersection Summary HCM 2000 Control Delay 55.9 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.93 Actuated Cycle Length(s) 140.0 Sum of lost time(s) 24.0 Intersection Capacity Utilization 90.1% ICU Level of Service E Analysis Period(min) 15 c Critical Lane Group Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 HCM 6th Signalized Intersection Sulftojec*ed 2022 PM w/ Project with Imp - Overland Widened 3: S Eagle Rd & E Overland Rd PM Peak Hour --I. -*.-- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations )) tt ) ttt r t t r Traffic Volume(veh/h) 460 515 135 165 755 475 190 770 55 435 1015 490 Future Volume(veh/h) 460 515 135 165 755 475 190 770 55 435 1015 490 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,vehlh/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate,veh/h 511 572 150 176 803 505 207 837 60 453 1057 354 Peak Hour Factor 0.90 0.90 0.90 0.94 0.94 0.94 0.92 0.92 0.92 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap,veh/h 557 1229 315 353 1175 568 210 891 64 458 1245 527 Arrive On Green 0.17 0.32 0.32 0.09 0.24 0.24 0.06 0.28 0.28 0.27 0.70 0.70 Sat Flow,vehlh 3274 3835 984 1688 4837 1502 3274 3186 228 3375 3544 1502 Grp Volume(v),veh/h 511 479 243 176 803 505 207 442 455 453 1057 354 Grp Sat Flow(s),vehlh/In 1637 1612 1595 1688 1612 1502 1637 1683 1731 1688 1772 1502 Q Serve(g_s),s 21.5 16.6 17.1 10.8 21.1 34.0 8.8 35.9 35.9 18.7 30.8 18.6 Cycle Q Clear(g_c),s 21.5 16.6 17.1 10.8 21.1 34.0 8.8 35.9 35.9 18.7 30.8 18.6 Prop In Lane 1.00 0.62 1.00 1.00 1.00 0.13 1.00 1.00 Lane Grp Cap(c),veh/h 557 1033 511 353 1175 568 210 471 484 458 1245 527 V/C Ratio(X) 0.92 0.46 0.48 0.50 0.68 0.89 0.98 0.94 0.94 0.99 0.85 0.67 Avail Cap(c_a),veh/h 585 1033 511 389 1175 568 210 471 484 458 1245 527 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) 0.81 0.81 0.81 1.00 1.00 1.00 1.00 1.00 1.00 0.54 0.54 0.54 Uniform Delay(d),s/veh 57.1 38.0 38.1 34.7 48.1 40.7 65.4 49.2 49.2 50.9 18.1 16.3 Incr Delay(d2),s/veh 16.2 0.3 0.6 1.1 1.6 15.8 57.1 28.7 28.2 28.1 4.1 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/In 10.0 6.5 6.7 4.5 8.6 18.3 5.3 18.6 19.0 8.2 6.7 4.5 Unsig. Movement Delay,s/veh LnGrp Delay(d),s/veh 73.3 38.2 38.7 35.8 49.8 56.5 122.6 78.0 77.5 79.0 22.2 19.9 LnGrp LOS E D D D D E F E E E C B Approach Vol,veh/h 1233 1484 1104 1864 Approach Delay,s/veh 52.9 50.4 86.1 35.6 Approach LOS D D F D Timer-Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration(G+Y+Rc),s 29.8 40.0 15.0 55.2 19.0 50.9 25.0 45.2 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 25.0 34.0 9.0 48.0 16.0 43.0 19.0 38.0 Max Q Clear Time(g_c+11),s 23.5 36.0 10.8 32.8 12.8 19.1 20.7 37.9 Green Ext Time(p-c),s 0.3 0.0 0.0 7.1 0.1 4.6 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 53.0 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Meridian Multifamily Synchro 10 Report SCJ Alliance 01/14/2021 Appendix E Turn Lane and Signal Warrant Worksheets Figure 6—Right-Turn Lane Guidelines for Two-Lane Roadways 4= ,ajor-Roa speed a 4D rnoh i 0"g-;h 45 mph {M kmlh Add-i.jht-Ttr: z z -5 67 50 rn h MO Rn Vh} a 55 mp 4' ;50 km:+ ; 29 L4 6D rnoh ODD rrh: 29 2C- 3Ga 3714=D :__ 600 7D3 800 90C ICU 11GD 12,J Major-Road Volume(one direction),vehfh The following data are required: 1. Advancing Volume (veh/hr) - The advancing volume is to include the right-turn, left-turn and through movements in the same direction as the right-turning vehicle. 2. Right-Turning Volume (veh/hr)-The right-turning volume is the number of advancing vehicles turning right. 3.Operating Speed(mph)-The greatestof anticipated Operating speed,measured 85th percentile speed or posted speed. Nate: Right-turn lane is not needed far right-turn volume less than 10 vph. However, criteria other than volume, e.g. crash experience,maybe used to justify a right-turn lane. If the combination of major road approachvolume and right-turn volume intersects above orto the right of the speed trend line corresponding to the major road operating speed, then a right-turn lane is appropriate. Source: NCHRP Report 279 and 457 Adapted: Res.469(71l3194) 7100- 40 Revised: Res.675(1129103);Res. 904(8119109),Ord. 217(9U14111); Ord.232(1217116). Ord. 233 (11251l 7); Ord. 238(121218) Wells Ave/South Site Driveway SB Left Wells Ave/North Site Driveway SIB Left r Appendix E Meridian Multifamily Right-turn lane Warrants SCJ ALLIANCE Meridian,Idaho E„61NEEq,,,G AND-ANN,HG- Traffic Impact Study Preliminary Signal Warrant Analysis S Wells Ave/E Overland Rd Projected 2022-No NB Right-turn Volume Reduction Preliminary Signal Warrant Analysis Warrant 1:8-Hour Warrant 1:8-Hour Warrant 2:4-Hour Warrant 3:Peak Hour Projected 2022 Vehicular Volume Vehicular Volume Vehicular Volume Vehicular Volume Condition A Minimum Condition B Minimum E Overland Rd Peak Hour(VPH) 4th Hour(VPH) 8th Hour(VPH) Volume Warrants Volume Warrants Total Both Approaches 2408 2167 1999 600 900 See Figure 4C-1 See Figure 4C-3 S Wells Ave Southbound (North Approach) 55 See Figure 4C-1 See Figure 4C-3 Northbound 172 155 143 200 100 (South Approach) Minimum Volume Warrants Satisfied: No Yes Yes Yes Percentage of Peak Hour Volumes Roadway Four Hour Eight Hour E Overland Rd 90% 83% S Wells Ave 90% 83% C;C J A L-L-11 ►NICE Preliminary Signal Warrant Analysis S Wells Ave/E Overland Rd Projected 2022-50%NB Right-turn Volume Reduction Preliminary Signal Warrant Analysis Warrant 1:8-Hour Warrant 1:8-Hour Warrant 2:4-Hour Warrant 3:Peak Hour Projected 2022 Vehicular Volume Vehicular Volume Vehicular Volume Vehicular Volume Condition A Minimum Condition B Minimum E Overland Rd Peak Hour(VPH) 4th Hour(VPH) 8th Hour(VPH) Volume Warrants Volume Warrants Total Both Approaches 2408 2167 1999 600 900 See Figure 4C-1 See Figure 4C-3 S Wells Ave Southbound (North Approach) 55 See Figure 4C-1 See Figure 4C-3 Northbound 120 108 100 200 100 (South Approach) Minimum Volume Warrants Satisfied: No Yes No No Percentage of Peak Hour Volumes Roadway Four Hour Eight Hour E Overland Rd 90% 83% S Wells Ave 90% 83% C;C J ALLIANCE Figure 4C-1. Warrant 2, Four-Hour Vehicular Volume 500 2 OR MORE LANES&2 OR MORE LANES 400 2 OR MORE LANES& 1 LANE MINOR 1 1 LANE &1LANE STREET 300 HIGHER- VOLUME APPROAVPH 20055 108 1pD 8p„ 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 MAJOR STREET TOTAL OF BOTH APPROACHES— 2167 VEHICLES PER HOUR(VPH) 2167 *Note:115 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 80 vph applies as the lower threshold volume for a minor-street approach with one lane. Figure 4C-3. Warrant 3, Peak Hour 600 500 2 OR MORE LANES&2 OR MORE LANES % MINOR STREET 400 2 OR MORE LANES &1 LANE HIGHER- VOLUME 300 1 LANE &1 LANE APPROACH - VPH 17Z Qp 1 1 1 1 1 1 F7 100 100* 400 500 BDD 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 MAJOR STREET—TOTAL OF BOTH APPROACHES— 2408 VEHICLES PER HOUR (VPH) 2408 *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. Legend No NB Right-turn Reduction 50%NB Right-turn Reduction Meridian Multifamily Appendix E Meridian,Idaho Warrant 2 -4-Hour Warrand & SCJ ALLIANCE Traffic Impact Study Warrant 3 - Peak Hour Warrant