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PZ - Traffic Impact StudyTRAFFIC IMPACT STUDY JACKSON RIDGE ESTATES Meridian, Idaho June 15, 2021 Victory Rd' ' Im" u j t. TOEKTEWVUI STWS WESTEALY$T08 w178N0ULENtKSWALE-WORK WfM B. �EIGIIS011 Prepared For: AIITerra LVIV.3uL1104U Prepared By: ENGINEERING, INC 'k- 181 East 50th Street Garden City, ID 83714 (208) 841-4996 i NTS S: Iprojects120-15 Jackson Ridge Estates WocUackson Ridge Estates TIS.docx 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Table of Contents EXECUTIVESUMMARY......................................................................................................................................I 1.0 Proposed Development...............................................................................................................................2 2.0 Improvements Needed to Mitigate 2021 Existing Traffic..........................................................................3 3.0 Improvements Needed to Mitigate 2025 Background Traffic....................................................................4 4.0 Improvements Needed to Mitigate 2025 Build -Out Year Total Traffic.....................................................5 1.0 INTRODUCTION....................................................................................................................................... 7 1.1 Proposed Development...............................................................................................................................8 1.2 Study Approach..........................................................................................................................................9 1.3 Study Area..................................................................................................................................................9 1.4 Study Period...............................................................................................................................................9 1.5 Analysis Methods and Performance Measure Thresholds..........................................................................9 2.0 EXISTING CONDITIONS.......................................................................................................................10 2.1 Roadway Network and Lane Configuration.............................................................................................10 2.2 Existing Traffic Volumes.........................................................................................................................10 2.3 Intersection Crash Data............................................................................................................................13 2.4 Roadway Segment Planning Level of Service.........................................................................................14 2.5 Intersection Operations.............................................................................................................................14 2.6 Roadway Segment Mitigation..................................................................................................................15 2.7 Intersection Mitigation.............................................................................................................................15 3.0 2025 BACKGROUND TRAFFIC CONDITIONS.................................................................................18 3.1 Roadway Network....................................................................................................................................18 3.2 Background Traffic..................................................................................................................................19 3.3 Roadway Segment Planning Level of Service.........................................................................................19 3.4 Intersection Operations.............................................................................................................................19 3.5 Roadway Segment Mitigation..................................................................................................................22 3.6 Intersection Mitigation.............................................................................................................................22 4.0 2025 BUILD -OUT YEAR TOTAL TRAFFIC CONDITIONS.............................................................24 4.1 Site Traffic................................................................................................................................................24 4.1.1 Trip Generation................................................................................................................................24 4.1.2 Trip Capture......................................................................................................................................24 4.1.3 Pass -by Trips....................................................................................................................................24 4.1.4 Modal Split.......................................................................................................................................24 4.1.5 Trip Distribution and Assignment....................................................................................................24 4.2 Total Traffic..............................................................................................................................................24 4.3 Roadway Segment Planning Level of Service.........................................................................................30 4.4 Intersection Operations.............................................................................................................................30 4.5 Roadway Segment Mitigation..................................................................................................................31 4.6 Intersection Mitigation.............................................................................................................................32 4.7 Site Access and Circulation......................................................................................................................34 APPENDIXA: SCOPE...........................................................................................................................................A APPENDIX B: TRAFFIC COUNTS..................................................................................................................... B APPENDIX C: COMPASS FORECASTS............................................................................................................0 APPENDIX D: 2021 CAPACITY ANALYSIS REPORTS.................................................................................D APPENDIX E: 2025 BACKGROUND CAPACITY ANALYSIS REPORTS ................................................... E APPENDIX F: 2025 TOTAL CAPACITY ANALYSIS REPORTS................................................................... F APPENDIX G: TURN LANE WARRANT WORKSHEETS.............................................................................G APPENDIX H: MUTCD SIGNAL WARRANT WORKSHEETS.....................................................................H APPENDIX 1: FIELD REVIEW PHOTOS........................................................................................................... I June 2021 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho List of Figures Figure 1.1 — Site Location and Vicinity.....................................................................................................................7 Figure1.2 — Preliminary Site Plan.............................................................................................................................8 Figure 2.1 — Existing Study Area Intersection Control, Lane Configuration, and Roadway Segment ....................11 Figure 2.2 — 2021 Existing Peak Hour Traffic.........................................................................................................12 Figure 3.1 — 2025 Build -Out Year Peak Hour Background Traffic.........................................................................20 Figure 4.1 — Estimated Site Traffic Distribution Patterns........................................................................................25 Figure 4.2 — 2025 Build -Out Year AM Peak Hour Site Traffic...............................................................................26 Figure 4.3 — 2025 Build -Out Year PM Peak Hour Site Traffic................................................................................27 Figure 4.4 — 2025 Build -Out Year AM Peak Hour Total Traffic.............................................................................28 Figure 4.5 — 2025 Build -Out Year PM Peak Hour Total Traffic..............................................................................29 Figure 4.6 — Site Access, Circulation, and ADT......................................................................................................35 List of Tables Table 1 — Proposed Mitigation Improvements Summary........................................................................................... I Table 2.1 — Existing Roadway Characteristics.........................................................................................................10 Table 2.2 — 2020 Existing ADT Summary...............................................................................................................10 Table 2.3 — Intersection Crash Data (2015-2019)....................................................................................................13 Table 2.4 — Roadway Segment Level of Service — 2021 Existing Traffic...............................................................14 Table 2.5 — Intersection Operations — 2021 Existing Traffic...................................................................................14 Table 2.6 — Amity Road and Meridian Road Intersection Operations — 2021 Existing Traffic Mitigation .............17 Table 3.1 — Planned Improvements Summary..........................................................................................................18 Table 3.2 — Roadway Segment Level of Service — 2025 Build -Out Year Background Traffic...............................19 Table 3.3 — Intersection Operations — 2025 Build -Out Year Background Traffic...................................................21 Table 3.4 — Overland Road and Linder Road Intersection Operations — 2025 Build -Out Year Background Traffic Mitigation.................................................................................................................................................................22 Table 3.5 — Amity Road and Meridian Road Intersection Operations — 2025 Build -Out Year Background Traffic Mitigation.................................................................................................................................................................23 Table 4.1 — Build -Out Site Traffic Trip Generation Summary................................................................................24 Table 4.2 — Roadway Segment Level of Service — 2025 Build -Out Year Total Traffic..........................................30 Table 4.3 — Intersection Operations — 2025 Build -Out Year Total Traffic..............................................................30 Table 4.4 — Build -Out Site Traffic Percentage on Study Area Roadway Segments................................................31 Table 4.5 — Build -Out Site Traffic Percentage at Study Area Intersections.............................................................32 Table 4.6 — Overland Road and Linder Road Intersection Operations — 2025 Build -Out Year Total Traffic Mitigation.................................................................................................................................................................32 Table 4.7 — Amity Road and Meridian Road Intersection Operations — 2025 Build -Out Year Total Traffic Mitigation.................................................................................................................................................................33 Table 4.8 — Site Access Intersection Operations — 2025 Build -Out Year Total Traffic...........................................36 June 2021 ii 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho EXECUTIVE SUMMARY CR Engineering, Inc. has been retained to prepare a traffic impact study (TIS) for the proposed Jackson Ridge Estates located in the southwest quadrant of the Victory Road and Linder Road intersection in Meridian, Idaho, as shown in Figure 1.1. The scope of this TIS was determined through coordination with the Ada County Highway District (ACHD) and the Idaho Transportation Department (ITD) with inputs from the Community Planning Association of Southwest Idaho (COMPASS). The TIS evaluates the potential traffic impacts resulting from background traffic growth, in -process developments in the area, and the proposed development, and identifies improvements to mitigate the impacts if needed. Traffic impacts were evaluated under weekday AM and PM peak hours traffic conditions. Table 1 summarizes the improvements needed to mitigate the traffic impacts for the following analysis years traffic conditions: ■ 2021 Existing traffic ■ 2025 Build -out year background traffic ■ 2025 Build -out year total traffic Table 1 — Proposed Mitigation Improvements Summary Intersection 2025 Build -Out Year or 2021 Background Total Roadway Segment Existing Ol Overland Rd and None Signal Signal Linder Rd Victory Rd 2O and None None None Linder Rd Victory Rd 3O and None None None Meridian Rd Amity Rd Widen Meridian Rd to six lanes Widen Meridian Rd to six lanes Widen Meridian Rd to six lanes 4O and Meridian Rd or Convert to MUT and westbound right -turn lane and westbound right -turn lane SO Access A and na na Stop -controlled T intersection and Victory Rd westbound left -turn lane O6 Access B and na None Two-way stop -controlled Linder Rd 7O Access C and na None Two-way stop -controlled and Linder Rd southbound left -turn lane 1 Linder Rd, None None None Overland Rd to Victory Rd Linder Rd, None None None Victory Rd to Site 1 Mitigation improvement for Brundage Estates Subdivision June 2021 ENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 1.0 Proposed Development 1.1 Jackson Ridge Estates is a proposed residential development with 261 single-family dwelling units. The expected build -out year is 2025 which may change depending on market conditions. 1.2 Based on the procedures outlined in the Trip Generation Handbook, 3' Edition and the Trip Generation Manual, 10' Edition, both published by the Institute of Transportation Engineers (ITE), the proposed development is estimated to generate approximately 2,513 trips per weekday with 190 trips during the AM peak hour and 255 trips during the PM peak hour. ■ No internal capture or pass -by trips were assumed in the analysis ■ All trips were assumed to be made by personal or commercial vehicles 1.3 The estimated site traffic distribution patterns are: ■ 25% west of the site traveling on Victory Road ■ 10% east of the site traveling on Victory Road R 5% east of the site traveling on Harris Street ■ 15% south of the site traveling on Linder Road ■ 45% north of the site traveling on Linder Road 1.4 Jackson Ridge Estates is proposing one approach on Victory Road and two approaches on Linder Road for site access: ■ Access A on Victory Road (proposed collector street) • Located approximately 1,400 feet west of Linder Road and 660 feet east of Francine Lane o Meets minimum 1,320-feet unsignalized collector street spacing on Victory Road, a 50-mph minor arterial o Meets minimum 660-feet spacing from a local street • Meets ACHD's turn -lane guidelines for a westbound left -turn lane o Turn lane warranted when the development generates approximately 200 peak hour trips, equivalent to build -out and occupancy of 200 single-family dwelling units • Expected to meet ACHD minimum operational thresholds with 2025 total traffic with and without a westbound left -turn lane • Access A roadway is required through the site corresponding to the future collector street as shown in the Master Street Map (MSM) • Estimated to carry approximately 1,400 vehicles per day (vpd) at the 2025 build -out year ■ Access B on Linder Road (proposed local road) • Located approximately 1,400 feet south of Victory Road and aligns with a proposed approach to the east in the Brundage Estates Subdivision, an in -process development o Meets minimum 660-feet local road spacing on Linder Road, a 50-mph minor arterial • Is not expected to require turn lanes based on ACHD's turn -lane guidelines • Expected to meet ACHD minimum operational thresholds with 2025 total traffic • Estimated to carry approximately 300 vpd at 2025 build -out year June 2021 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho ■ Access C on Linder Road (proposed collector street) • Located approximately at the mid -mile location and aligns with the future Harris Street extension to the east within the Brundage Estates Subdivision, an in -process development o Meets minimum 1,320-feet collector street spacing on Linder Road • Meets ACHD's turn -lane guidelines for a southbound left -turn lane o Warranted with off -site traffic generated by Brundage Estates Subdivision, an in -process development located east of Linder Road • Expected to meet ACHD minimum operational thresholds with 2025 total traffic • Access C roadway is required through the site corresponding to the future collector street, Harris Street extension, as shown in the MSM • Estimated to carry approximately 800 vpd at 2025 build -out year 1.5 All internal local roads with front -on housing are projected to carry less than 1,000 vehicles per day 2.0 Improvements Needed to Mitigate 2021 Existing Traffic 2.1 With 2021 existing traffic, one study area intersection exceeds minimum operational thresholds analyzed with the existing intersection control and lane configurations. The intersection, operational deficiencies, and mitigation improvements are: ■ Amity Road and Meridian Road intersection (two options) • The northbound shared through/right-turn lane group is operating with a volume to capacity (v/c) ratio of 0.99 during the AM peak hour, exceeding ITD 0.90 threshold • The southbound shared through/right-turn lane group is operating with a v/c ratio of 0.98 during the PM peak hour, exceeding ITD 0.90 threshold • Meridian Road is planned to be widened to six lanes from Overland Road to Lake Hazel Road according to the preliminary findings of the SH 69 corridor plan • A Median U-Turn (MUT) with widening on all approaches is planned at the intersection according to the SH 69 corridor plan • According to the ACHD 2020 Capital Improvements Plan (CIP), the Amity Road approaches are planned to be widened to have dual left -turn lanes, two through lanes, and one right -turn lane • Two interim mitigation options are proposed: o Option 1 — Widen Meridian Road with one additional auxiliary through lane in each direction ■ Downstream length of auxiliary through lanes should be of sufficient length for full lane utilization and accommodate proper merging operations and signing o Option 2 — Convert to a MUT intersection ■ Construct southbound right -turn lanes on the southbound and northbound approaches ■ Construct U-turn loons on Meridian Road north and south of the intersection to accommodate U-turns ■ Install traffic signals at the U-turn loons June 2021 3 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 2.2 With 2021 existing traffic, one unsignalized intersection under ACHD jurisdiction is expected to operate at overall LOS D or worse, requiring signal warrant analysis per ACHD Policy: ■ Overland Road and Linder Road intersection The intersection meets MUTCD Signal Warrant 2, four-hour vehicular volume, with 2021 existing traffic volumes • The intersection meets ACHD minimum operational thresholds; therefore, no improvements are proposed to mitigate 2021 existing traffic operations 2.3 With 2021 existing traffic, all study area roadway segments meet ACHD level of service planning thresholds with the existing lane configuration. As a result, no roadway capacity improvements are needed to mitigate 2021 existing traffic operations. 3.0 Improvements Needed to Mitigate 2025 Background Traffic 3.1 With 2021 background traffic, three study area intersections are expected to exceed minimum operational thresholds analyzed with the existing intersection control and lane configurations. The intersections, operational deficiencies, and mitigation improvements are: ■ Overland Road and Linder Road intersection • The northbound left -turn lane group is expected to operate at LOS F in the PM peak hour, exceeding ACHD LOS threshold • The following improvements are proposed to mitigate 2025 background traffic operations: o Install a traffic signal with existing lanes ■ There are existing signal infrastructure and equipment at the intersection ■ The intersection meets MUTCD Signal Warrant 1 and Warrant 2, eight -hour and four-hour vehicular volume, with 2025 background traffic volumes Based on phasing analysis, the intersection is expected to exceed ACHD minimum operational thresholds by 2024 with a traffic increase of approximately 160 vehicles per hour entering the intersection during the peak hour. ■ Amity Road and Meridian Road intersection • The intersection is expected to operate at LOS F with a v/c ratio of 0.98 during the PM peak hour, exceeding ITD and ACHD 0.90 threshold. Additionally, multiple lane groups are expected to operate with v/c ratios exceeding 1.00 during the PM peak hour • The following interim improvements are proposed to mitigate 2025 background traffic operations: o Widen Meridian Road with one additional auxiliary through lane in each direction o Construct a westbound right -turn lane The intersection exceeds minimum operational thresholds under 2021 existing traffic conditions and is expected to continue to exceed minimum operational thresholds as traffic increases. 3.2 With 2025 background traffic, all study area roadway segments are expected to meet ACHD level of service planning thresholds with the existing lane configuration. As a result, no roadway capacity improvements are needed to mitigate 2021 background traffic operations. June 2021 4 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 4.0 Improvements Needed to Mitigate 2025 Build -Out Year Total Traffic 4.1 With 2025 total traffic, three study area intersections are expected to exceed minimum operational thresholds analyzed with the existing intersection control and lane configurations. The intersections, operational deficiencies, and mitigation improvements are: ■ Overland Road and Linder Road intersection • The northbound left -turn lane group is expected to operate at LOS F in the PM peak hour, exceeding ACHD LOS threshold • As with 2025 background traffic, the following improvements are proposed to mitigate 2025 total traffic operations: o Install a traffic signal with existing lanes ■ The intersection meets MUTCD Signal Warrant 1 and Warrant 2, eight -hour and four-hour vehicular volume, with 2025 total traffic volumes Based on phasing analysis, the Overland Road and Linder Road intersection is expected to exceed ACHD minimum operational thresholds by 2023 with an increase of approximately 170 vehicles per hour entering the intersection. By 2023, approximately 140 single-family dwelling units were assumed to be constructed and occupied. ■ Victory Road and Meridian Road intersection The intersection is expected to meet ITD and ACHD minimum operational thresholds except for one lane group: o The southbound through lane group is expected to operate with a v/c ratio of 0.91 during the PM peak hour, slightly exceeding ITD 0.90 threshold but within ACHD 1.00 threshold No additional improvements are proposed to mitigate 2025 total traffic operations o The estimated 95' percentile queue length in the southbound left -turn lane is less than 500 feet and could be accommodated within the center turn lane o The estimated 95t' percentile queue length in the southbound through lane is approximately 900 feet ■ Amity Road and Meridian Road intersection • The intersection is expected to operate at LOS F with a v/c ratio of 0.99 during the PM peak hour, exceeding ITD and ACHD 0.90 threshold. Additionally, multiple lane groups are expected to operate with v/c ratios exceeding 1.00 during the PM peak hour. • As with 2025 background traffic, the following improvements are proposed 2025 total traffic operations: o Widen Meridian Road with one additional auxiliary through lane in each direction o Westbound right -turn lane The intersection exceeds minimum operational thresholds under 2021 existing traffic operations and is expected to continue to exceed minimum operational thresholds as traffic increases. 4.2 The estimated site traffic as a percentage of the 2025 total traffic at the study area intersections are: ■ Overland Road and Linder Road intersection — AM Peak = 5.7%, PM Peak = 7.2% ■ Victory Road and Linder Road intersection —AM Peak = 11.2%, PM Peak = 13.1 % ■ Victory Road and Meridian Road intersection — AM Peak = 1.2%, PM Peak = 1.0% ■ Amity Road and Meridian Road intersection — AM Peak = 0.6%, PM Peak = 0.7% June 2021 ENGIN�IUNG,INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 4.3 With 2025 total traffic, all study area roadway segments are expected to continue to meet ACHD level of service planning thresholds with the existing lane configuration. As a result, no roadway capacity improvements are needed to mitigate 2025 total traffic operations. 4.4 The estimated site traffic as a percentage of the 2025 total traffic on the study area roadway segments are: ■ Linder Road between Overland Road and Victory Road —AM Peak = 11.1 %, PM Peak = 18.9% ■ Linder Road between Victory Road and the site — AM Peak = 5.2%, PM Peak = 6.6% June 2021 6 MNG,.INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 1.0 INTRODUCTION CR Engineering, Inc. has been retained to prepare a traffic impact study (TIS) for the proposed Jackson Ridge Estates located west of Linder Road between Victory Road and Amity Road in Meridian, Idaho. Figure 1.1 shows the site location and its vicinity. This TIS evaluates the potential traffic impacts resulting from background traffic growth, in -process developments in the area, and the proposed development, and identifies improvements to mitigate the impacts if needed. Figure 1.1— Site Location and Vicinity School W Pine Ave_ E Pine, Avei - - - - - - - ' - - Meridian - `W Franklin Rd - - - - - -. -E,Frankhn Rd,--"- Store Park _ _L NTS - 1 I Linder Rd of 55 U l Y. — I Y a0i L _Per FFarre,.erlanri Rd: Cr I E Overland Rd-- to to r r- - Elern School U J to _ -Mountain Bear n View High Creek Sc hoo l ---- Park - { W Victory Rd — - E Victory Rd-, i Siena ry Jackson Ridge Estates Elementary Schoolt W Amity Rd E Amll I v z v Mary 2768ft.� 61 -v McPherson d o _ ; Elementary � '�^ �_ - _ - _ _ School 0 O M Y 6 _ C 4 m VV-Laike Hazel Rd i- ---- , E Lake Hanel Rd i to I I L cn U LU June 2021 7 ENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 1.1 Proposed Development Figure 1.2 shows the preliminary site development plan with the proposed access locations. Jackson Ridge Estates is a proposed residential development estimated to contain 261 single-family dwelling units. The anticipated build - out year is 2025 but may change based on market conditions. Based on the preliminary site plan, the development is proposing one full access on Victory Road and two full accesses on Liner Road. Access B aligns with the proposed access to the east within Brundage Estates Subdivisions. Access C aligns with the proposed Harris Street extension within Brundage Estates Subdivision. The site plan also shows one stub street at the southwestern site boundary for future connection to the west. Figure 1.2 — Preliminary Site Plan 9" Victory Rd 7. I Ace s TO EXTEND VTLITY S \ I y\ \ 4 \ \ CCOSWIC t2.17 SHOULDER W/ SWKE -WORK WITH S. NEIGHBOR RIP June 2021 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 1.2 Study Approach The TIS was prepared in accordance with ACHD Policy, Section 7106 Traffic Impact Studies and ITD IDAPA 39.03.42 Rules Governing Highway Right -of -Way Encroachments on State Rights -of -Way. The scope of this TIS was determined through coordination with ACHD and ITD with inputs from the Community Planning Association of Southwest Idaho (COMPASS). The TIS scope of work correspondence is included in the appendix. 1.3 Study Area The following study area roadway segments were identified for collecting 24-hour counts and traffic impact analysis: • Linder Road between Overland Road and Victory Road • Linder Road south of Victory Road to the site The following study area intersections were identified for collecting peak hour turning movement counts and traffic impact analysis: • Overland Road and Linder Road • Victory Road and Linder Road • Victory Road and Meridian Road (SH 69) • Amity Road and Meridian Road • All proposed site access intersections 1.4 Study Period The analysis periods are weekday AM and PM peak hours of operation of the transportation system, which occur between 7:00-9:00 AM and 4:00-6:00 PM. The analysis years and traffic conditions are: ■ 2021 existing traffic ■ 2025 build -out year background traffic ■ 2025 build -out year total traffic 1.5 Analysis Methods and Performance Measure Thresholds Roadway segments under ACHD's jurisdiction were evaluated based on the level of service (LOS) planning thresholds in accordance with Table 2 of ACHD Policy Manual, Section 7106. The roadway segment planning level of service is based on the maximum peak hour directional volume for different roadway functional classifications, the number of through lanes, and the left -turn type. The planning level of service is LOS E for arterial streets and LOS D for collector streets. No LOS or volume threshold for local streets are listed in the ACHD Policy Manual. Intersection capacity analysis was performed using Synchro 10 (Version 10.3.151.0), which utilizes HCM6 methodologies. All parameters used in the analysis were based on existing data when available or Synchro default values, when not available. Signal timing data for the existing signalized intersections was obtained from ACHD. According to ACHD Policy Manual, the minimum operational threshold for unsignalized intersections is a volume to capacity (v/c) ratio of 1.00 for the critical lane group. Unsignalized intersections that are projected to operate at LOS D or worse require signal warrant analysis based on MUTCD guidelines. The minimum operational threshold for signalized intersections is a We ratio of 0.90 for the overall intersection and 1.00 for a lane group. For intersections under ITD's jurisdiction, the minimum operational threshold is a We ratio of 0.90 for the overall intersection and lane group. The HCM 6' Edition methodology does not define an overall intersection We ratio as a measure of effectiveness (MOE) for signalized intersections. For this study, the overall intersection We ratio was estimated using Synchro based on HCM 2000 methodologies. June 2021 9 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 2.0 EXISTING CONDITIONS 2.1 Roadway Network and Lane Configuration Table 2.1 summarizes the study area roadway characteristics. The roadway functional classification is based on the COMPASS 2040 Functional Classification Map and the 2012 ITD Access Control Map. Figure 2.1 summarizes the study area intersection control, lane configuration, and roadway segment functional classification. Table 2.1— Existing Roadway Characteristics Functional Number Posted Speed Roadway Classification of Lanes Limit (mph) Pedestrian Facilities Overland Road Principal Arterial 5 45 . Sidewalks and bicycle lanes on both sides Linder Road Minor Arterial 2.3 45 North / 50 South of . Sidewalks on both sides north of Victory Road Aspen Cove Drive 50 West of Kentucky, Victory Road Minor Arterial 2-3 45 Kentucky to Stoddard, • Sidewalks along developed frontages 35 Stoddard to Meridian, . Bicycle lanes east of Meridian Road 45 East of Meridian Meridian Road Principal Arterial (Regional Route) 5 55 . Sidewalks along developed frontages Amity Road Minor Arterial 2 45 . No sidewalks or bicycle lanes 2.2 Existing Traffic Volumes At the time the TIS began in Summer 2020, the COVID-19 pandemic restriction may have caused a reduction in traffic demand within the Treasure Valley. As of April 2021, multiple road closures on Amity Road east and west of the study area have resulted in the ability to collect the current traffic counts. Therefore, no new traffic counts were collected for this study, and old traffic counts were used for this TIS as approved by ACHD and ITD staff. Existing traffic counts were obtained from previous studies in the area as follows: • Overland Road and Linder Road intersection — February 6, 2020 (Blue Valley Elementary TIS) • Victory Road and Linder Road intersection — February 6, 2020 (Blue Valley Elementary TIS) • Victory Road and Meridian Road intersection — March 27, 2019 (Victory Commons TIS) • Amity Road and Meridian Road intersection —June 4, 2019 (Graycliff Subdivision TIS) The peak hour intersection turning movement counts were collected on a weekday for a 2-hour period at 15-minute intervals between 7:00 and 9:00 during the AM peak travel period and between 4:00 and 6:00 during the PM peak travel period. Existing turning movement counts are included in the appendix. Intersection turning movements were scaled up by the annual growth rates as described in Section 3.1 to the 2021 existing study year. Figure 2.2 summarizes the estimated 2021 existing peak hour traffic volumes. For the study area roadway segments, 24-hour daily traffic counts were obtained February 4-6, 2020 from the Blue Valley Elementary School TIS. The Average Daily Traffic (ADT) for the roadway segments within the study area are summarized in Table 2.2. Table 2.2 — 2020 Existing ADT Summary Roadway Segment ADT Count Date Linder Rd South of Overland Rd 3,531 February 6, 2020 South of Victory Rd 2,876 February 6, 2020 June 2021 10 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Figure 2.1- Existing Study Area Intersection Control, Lane Configuration, and Roadway Segment ---� VV-Franklin Rd---- - - - I -E.IF,ra nl I _ Storey Park I L I--- --' ------NTS AW {? I Ji.11 L 44 I , __- 03 r r Vti+,Overl 1 ,Fd; 1 `- I I 4 5 1 2 Mountain r' 4 High _ Bear W _View School reek Park - — IN V!--tort' R J 2 3O h - - - E Vida SITE w. -- Vd Am ity Fed ® E Amity;Rd - � I L _ J 2768 f.� C Of d� O4O ryre� . c— CO ——� - W La ke Ha I Rd ..: ` - �— - - - E La ke H. M , ze 7— 1 Overland Rd & Linder Rd I STUB � o � 2 Victory Rd & Linder Rd 4- 0 3 Victory Rd & Meridian Rd � o L 4 Amity Rd & Meridian Rd June 2021 11 CD FAI!_'7A1FFR r]!7!'_ ,ATr no Figure 2.2 - 2021 Existing Peak Hour Traffic N-Franklin Kd I � C? LL Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho E,F,ranl Storey Park --' - 0'---- NTS (D 5 Ly. Id r---Vti+}Overl Fed, rf] - - [f] I I � •' '� $ear reek {+ Park u� IN V1--tc.ry RJ O2 SITE W Am ity+ Rd - - - - — - ' � 5 r4 •C ,,- W La ke Ha ze I Rd ` •� - — - - _i 1 Overland Rd & Linder Rd 499 201 30 45 72 365 AM 1 Overland Rd & Linder Rd 267 599 35 233 45 83 PM Victory Rd & Linder Rd 9 22 6 1 55 , 4 148 68 5� f �8 I 28 266 42 AM Victory Rd & Linder Rd 32 165 12 4 , 11 109 — 239 24-) 85 f I 12 43 25 PM 44 � L — J as I Mountain r' 4 View High W School + I I •• 3 � h - E Vic6a ® E Amity:Rd - ' � I I� 2 768 1t . d5 C � E La ke H. ' 3 Victory Rd & Meridian Rd 34 418 77 82 150 93 30 27 f 23 I 40 1076 70 AM '3 Victory Rd & Meridian Rd 55 1524 232 68 100 105 134 51 f 80 I 35 917 31 PM \ Amity Rd & Meridian Rd �JJ 25 520 65 78 119 251 117 35 } 35 I 10 1322 100 AM ql Amity Rd & Meridian Rd J� 88 1525 124 53 j *,— 84 124 — 281 21 --) } 100 I 29 859 50 PM June 2021 12 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 2.3 Intersection Crash Data The most current five-year crash data (2015-2019) was obtained from the Local Highway Technical Assistance Council (LHTAC) website (http://gis.lhtac.org/safe ). Table 2.3 summarizes the crash data statistics for the study area intersections. The historical crash data shows: • There were four (4) crashes reported at the Overland Road and Linder Road intersection within the five- year period. Based on crash frequency, the intersection does not appear to have apparent safety issues • There were six (6) crashes reported at the Victory Road and Linder Road intersection within the five-year period. Five of the six (83%) crashes were angle -turning crashes. Based on crash frequency, the intersection does not appear to have apparent safety issues • There were 46 crashes reported at the Victory Road and Meridian Road intersection, which is high and may need improvements o One fatal crash was recorded due to driving under the influence of alcohol at night o Approximately half of the crashes were rear -end crashes occurring on Meridian Road • There were 40 crashes reported at the Amity Road and Meridian Road intersection, which is high and may need improvements o Approximately 60% of the crashes were rear -end crashes occurring on Meridian Road o Approximately 73% of the crashes were due to following too close, failure to yield, or inattention Table 2.3 — Intersection Crash Data (2015-2019) Crash Severity Total PDO Injury Fatal Intersection Crashes Notes Overland Rd • 3 (75%) lane departures Ol and Linder Rd 4 4 0 0 . one lane departure due to influence of drugs 2O Victory Rd and 6 5 1 0 • 5 (83%) crashes were angle -turning crashes • 4 (67%) crashes due to failure to yield/stop Linder Rd • 4 (67%) crashes occurred in 2018 • 22 (48%) rear -end crashes 3� Victory Rd And 46 24 21 1 • 33 (72%) crashes on Meridian Rd approaches . 15 (33%) crashes in 2018 Meridian Rd • Fatal crash due to avoiding vehicle while driving under the influence of alcohol Amity Rd • 24 (60%) rear -end crashes 4O and 40 21 19 0 • 33 (83%) crashes on Meridian Rd approaches Meridian Rd . 29 (73%) crashes due to following too close, failure to field, or inattention June 2021 13 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 2.4 Roadway Segment Planning Level of Service The study area roadway segments were evaluated based on ACHD's level of service planning thresholds. Table 2.4 summarizes the roadway segment level of service with existing traffic and lane configuration. All study area roadway segments currently meet ACHD's level of service planning thresholds with 2021 existing traffic volumes. Table 2.4 — Roadway Segment Level of Service — 2021 Existing Traffic ACHD Peak Hour Meets Functional Planning Directional Volume LOS Classification Left -Turn Threshold [vph] Planning AM Peak PM Peak Roadway Segment (No. of Lanes) Lane Type [vph] Threshold? Between Overland Rd Minor Arterial Partial 575 / 720 438 268 Yes and Victory Rd (2) TWLTL Linder Rd South of Victory Rd Minor None 575 336 274 Yes 2Arterial 2.5 Intersection Operations To determine the existing traffic operations, the study area intersections were analyzed with the existing intersection control, signal timing, and lane configuration with the 2021 existing peak hour traffic volumes. Copies of the analysis reports are included in the appendix. Table 2.5 summarizes the intersection capacity analysis results. One study area intersection currently exceeds minimum operational thresholds: • Amity Road and Meridian Road intersection Table 2.5 — Intersection Operations — 2021 Existing Traffic Intersection Control / Lane Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio Oand Overland Rd 1 Linder Rd FUTURE LEG L f EBL Future lane group EBT - EBTR - - - - WBL A 9 0.05 A 9 0.20 WBT - - - - WBR Future lane group NBL C 19 0.24 E 36 0.29 NBT Future lane group NBR C 16 0.55 A 10 0.10 2O Victory Rd and Linder Rd � �� Intersection B 12 - B 12 EB B 12 0.38 A 10 0.23 WB A 10 0.15 B 14 0.54 NB B 14 0.56 A 10 0.14 SB A 9 0.07 B 12 0.36 1 Analyzed as a T-intersection June 2021 14 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Table 2.5 - Intersection Operations - 2021 Existing Traffic (Continued) Intersection Control / Lane Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio O VictoryRd and Meridian Rd �. 11.E Intersection C 31 0.56 C 31 0.72 EBL D 49 0.32 D 55 0.41 EBTR D 54 0.47 E 69 0.87 WBL D 52 0.13 E 55 0.53 WBT D 54 0.15 E 63 0.64 WBR E 65 0.88 E 63 0.56 NBL B 13 0.08 F 91 0.79 NBT C 26 0.66 C 23 0.53 NBTR C 26 0.66 C 23 0.53 SBL E 75 0.82 B 18 0.65 SBT B 14 0.24 C 26 0.79 SBR B 12 0.04 B 12 0.06 4O Amity Rd and Meridian Rd �' Intersection D 49 0.86 D 53 0.84 EBL D 46 0.55 D 48 0.53 EBTR F 80 0.93 D 53 0.50 WBL D 48 0.35 D 44 0.37 WBTR E 78 0.91 F 95 0.97 NBL B 15 0.03 D 37 0.34 NBT D 48 0.97 C 30 0.59 NBTR D 52 0.99 C 30 0.59 SBL D 36 0.64 C 21 0.44 SBT B 18 0.31 E 59 0.97 SBTR B 18 0.31 E 62 0.98 1 Analyzed as a T-intersection 2.6 Roadway Segment Mitigation All study area roadway segments currently meet ACHD's level of service planning thresholds with the existing lane configuration. As a result, no roadway capacity improvements are needed to mitigate existing traffic conditions. 2.7 Intersection Mitigation One study area intersection currently exceeds minimum operational thresholds under 2021 existing peak hour traffic conditions. In addition, one unsignalized study area intersection is expected to operate at LOS D or worse, requiring MUTCD signal warrant analysis per ACHD Policy. June 2021 15 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Overland Road and Linder Road intersection The Overland Road and Linder Road intersection meets ACHD minimum operational thresholds under 2021 existing traffic conditions. However, the northbound left -turn lane group operates at LOS E in the PM peak hour, requiring MUTCD signal warrant analysis per ACHD Policy. With 2021 existing traffic volumes, the intersection meets Warrant 2, four-hour vehicular volume. Signal warrant worksheets are included in the appendix. Since the intersection meets ACED minimum operational thresholds, no improvements are proposed to mitigate the intersection. Signalization of the intersection is anticipated to occur with the construction of the Linder Road overpass, as detailed in the ACED 2020 Capital Improvements Plan. Road and Meridian Road intersection The Amity Road and Meridian Road intersection currently meets ACED minimum operational thresholds but exceeds ITD minimum operational thresholds during the peak hours with 2021 existing traffic volumes. In the AM peak hour, the critical northbound shared through/right-turn lane group is operating with a v/c ratio of 0.99 exceeding the ITD 0.90 threshold. In the PM peak hour, the critical southbound through/right-turn lane group is operating with a v/c ratio of 0.98, exceeding ITD 0.90 threshold. ITD is currently working on the Idaho 69 Corridor Plan to identity long-term improvements for the Meridian Road corridor from Overland Road to downtown Kuna. Meridian Road is planned to be widened to three travel lanes in each direction from Overland Road to Lake Hazel Road. Median U-Turn (MUT) intersections are planned at the major mile intersection. Reduced Conflict U-Turn (RCUT) intersections are planned at the half -mile intersections between the major mile intersections. U-turn loons will be constructed on Meridian Road to accommodate U- turns. According to the ACHD 2020 Capital Improvements Plan (CIP), the Amity Road approaches are planned to be widened to have dual left -turn lanes, two through lanes, and one right -turn lane. Based on the 2021 existing peak hour volumes, the intersection currently does warrant these lanes. The following interim improvement options are proposed to mitigate 2021 existing traffic operations: • Option 1 — Widen Meridian Road with one additional auxiliary through lane in each direction o The receiving lanes will need to be widened to three travel lanes of sufficient length for full lane utilization and proper merging operations • Option 2 — MUT with two through lanes and one right -turn lane on the Meridian Road approaches o U-turn loons will need to be constructed on Meridian Road north and south of the intersection to accommodate U-turns o The U-turn loons will need to be signalized Table 2.6 summarizes the intersection capacity analysis results with the proposed mitigation options. Both mitigation options are expected to mitigate 2021 existing traffic operations. With three through lanes on Meridian Road, the intersection is expected to operate at LOS D with an overall v/c ratio of 0.69 or less during the peak hours. The critical westbound shared through/right-turn lane group is expected to operate with a v/c ratio of 0.94 during the PM peak hour, which meets ACHD 1.00 threshold. All ITD lane groups on the Meridian Road approaches are expected to operate with v/c ratios of 0.86 or less during the peak hour. As a MUT, the intersection is expected to operate at LOS D or better with a v/c ratio of 0.81 or less during the peak hours. All lane groups are expected to operate with v/c ratios less than ACHD 1.00 or ITD 0.90 threshold. June 2021 16 1TqENGIN�RING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Table 2.6 - Amity Road and Meridian Road Intersection Operations - 2021 Existing Traffic Mitigation Intersection Control / Lane Mitigation Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio 4� Amity Rd and Meridian Rd Widen Meridian Rd to six lanes II .�- r Intersection D 34 0.62 D 40 0.69 EBL D 47 0.52 D 48 0.45 EBTR E 71 0.89 D 52 0.42 WBL D 48 0.31 D 43 0.34 WBTR E 73 0.90 F 82 0.94 NBL E 75 0.50 F 84 0.77 NBT C 24 0.60 C 29 0.44 NBTR C 26 0.60 C 30 0.44 SBL E 72 0.80 F 96 0.86 SBT B 15 0.21 C 29 0.68 SBTR B 15 0.21 C 31 0.68 Median U-Turn !! 11_ ' Intersection C 31 0.76 D 35 0.81 EBL D 46 0.54 D 48 0.51 EBTR E 74 0.92 D 52 0.49 WBL D 47 0.34 D 43 0.36 WBTR E 72 0.90 F 87 0.95 NBT C 24 0.81 B 19 0.49 NBR B 12 0.23 B 15 0.21 SBT B 13 0.31 C 34 0.90 SBR B 11 0.04 B 14 0.14 June 2021 17 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 3.0 2025 BACKGROUND TRAFFIC CONDITIONS 3.1 Roadway Network The study area roadways and intersections are expected to remain unchanged by year 2025. Table 3.1 summarizes the improvements planned within the study area vicinity from the ACHD 2020 Capital Improvements Plan (CIP) and the ACHD 2021-2025 Integrated Five -Year Work Plan (IFYWP). Study area intersection improvements as shown in the ACHD CIP or in the 2021-2025 IFYWP will be considered to mitigate the traffic impacts if necessary. No improvements were listed in the ITD 2021-2027 Idaho Transportation Investment Program (ITIP). According to ITD SH 69 corridor plan, MUTS are planned at the Victory Road and Amity Road intersections. Table 3.1— Planned Improvements Summary Transportation Plan Project Project Year Funding Linder Road — Overland Road to Franklin Road • Widen to 5 lanes and construct a 4-lane I-84 overpass with curb, gutter, Future Unfunded sidewalk, and bicycle lanes ACHD 2021-2025 Ten Mile Road — Victory Road to Overland Road 2020-2023 Programmed IFYWP • Widen to 5 lanes with curb, gutter, sidewalk, and level 3 bike facility Stoddard Road — Overland Road to Victory Road Unknown Unfunded • Reconstruct Stoddard and widen for 3 lanes Linder Road — Franklin Road to Overland Road 2036-2040 Funded • Widen to 5 lanes — does not include ITD overpass Linder Road — Overland Road to Victory Road 2036-2040 Unfunded • Reconstruct/widen - two to five lanes Linder Road — Victory Road to Amity Road 2036-2040 Unfunded • Reconstruct/widen - two to three lanes Overland Road — Black Cat Road to Ten Mile Road 2036-2040 Funded • Construct a new three -lane roadway Victory Road — Ten Mile Road to Linder Road 2036-2040 Unfunded • Reconstruct/widen — two to three lanes Victory Road — Linder Road to Meridian Road 2031-2035 Funded • Reconstruct/widen — two to three lanes ACHD 2020 CIP Victory Road — Meridian Road to Locust Grove Rd 2021 2025 Funded Reconstruct/widen — two to three lanes Amity Road — Meridian Road to Locust Grove Road 2036-2040 Funded • Reconstruct/widen — two to five lanes Overland Road and Linder Road intersection • Reconstruct/widen signal for dual left -turn lanes and right -turn lanes on all 2031-2035 Funded approaches. To be constructed with Linder Road overpass. Victory Road and Linder Road intersection 2036-2040 Funded • Construct a single -lane roundabout Amity Road and Linder Road intersection 2036-2040 Funded • Construct a single -lane roundabout Amity Road and Meridian Road intersection • Widen Amity approaches with dual left -turn lanes and right -turn lanes on 2031-2035 Funded both approaches, and an additional eastbound through lane June 2021 18 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 3.2 Background Traffic 2025 background traffic was estimated by extrapolating the 2021 existing traffic counts with the following annual growth rates: • Overland Road — 4.0% • Victory Road — 8.0% • Amity Road — 6.0% • Linder Road — 4.0% • Meridian Road — 1.5% These growth rates are based on COMPASS forecasts and historical counts within the area. These growth rates include off -site traffic generated by the in -process developments in the area. Figure 3.1 summarizes the projected 2025 build -out year peak hour background traffic. 3.3 Roadway Segment Planning Level of Service The study area roadway segments were evaluated based on ACHD's level of service planning thresholds. Table 3.2 summarizes the roadway segment level of service with the existing lane configurations and 2025 background traffic volumes. The study area roadway segments are expected to meet ACHD's level of service planning thresholds under 2025 background traffic conditions. Table 3.2 — Roadway Segment Level of Service — 2025 Build -Out Year Background Traffic ACHD Peak Hour Meets Functional Planning Directional Volume LOS Classification Left -Turn Threshold [vphl Planning AM Peak PM Peak Roadway Segment (No. of Lanes) Lane Type [vphl Threshold? Between Overland Rd Minor Arterial Partial 575 / 720 512 314 Yes and Victory Rd (2) TWLTL Linder Rd South of Victory Rd Minor Arterial None 575 426 366 Yes 3.4 Intersection Operations To determine the 2025 background traffic operations, the study area intersections were analyzed with the existing intersection control and lane configuration. Copies of the analysis reports are included in the appendix. Table 3.3 summarizes the intersection capacity analysis results. Two study area intersections are expected to exceed minimum operational thresholds with the existing intersection control and lane configuration: • Overland Road and Linder Road intersection • Amity Road and Meridian Road intersection June 2021 19 QU FNI:INF.FJV7Vr� ,Nr no Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Figure 3.1 - 2025 Build -Out Year Peak Hour Background Traffic --�1V-Frankhn Rd E,F,raN � I ' Storey ' Park Ir,. V s, I 'U - - - - - ' • NTS d I I $ear reek {+ Park u� 11� f-: .Q LL IN VII~tc.ry RJ O2 SITE W Am ity+ Rd - - - - — - ' � 5 r} •C ,,- WLake Hazel Rd `- —J--- ro L, 1 Overland Rd & Linder Rd 584 235 35 53 84 427 AM 1 Overland Rd & Linder Rd 312 701 41 —� j— 273 53 97 PM 1 Victory Rd & Linder Rd 11 26 7 75� �5 201 93 7� �11 33 311 49 AM Victory Rd & Linder Rd 37 193 14 5, 14 138 302 30 —� f j— 107 I 14 50 29 PM � L 2 — J as ' Mountain t 4 View High W — School + I I •• 3 � h - E Vic6a ® E Amity:Rd - ' � I I� 27681Y.-D d5 C E La ke H. Victory Rd & Meridian Rd 36 444 82 1 112 204 127 — 41 37 t- 31 42 1142 74 AM Victory Rd & Meridian Rd 58 1618 246 86 126 133 169 64 —) } j— 101 I 37 973 33 PM 'Q Amity Rd & Meridian Rd 27 552 69 98 150 317 148 44 44 11 1403 106 AM a 1 Amity Rd & Meridian Rd 93 1619 132 72 j 1(— 114 169 — 382 29 —� f j— 136 I 31 912 53 PM June 2021 20 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Table 3.3 - Intersection Operations - 2025 Build -Out Year Background Traffic Intersection Control / Lane Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio Oand Overland Rd 1 Linder Rd FUTURE LEG L �' EBL Future lane group EBT - EBTR - - - - - - WBL A 9 0.06 A 9 0.25 WBT - - - - WBR Future lane group NBL D 25 0.34 F 61 0.48 NBT Future lane group NBR C 21 0.69 A 10 0.12 2O Victory Rd and Linder Rd r� r • Intersection B 15 - C 16 EB B 14 0.48 B 11 0.31 WB B 10 0.20 C 21 0.71 NB C 17 0.63 B 11 0.18 SB A 10 0.08 B 14 0.45 O VictoryRd Meridian Rd O _L r r Intersection D 43 0.63 D 38 0.80 EBL D 46 0.37 D 51 0.46 EBTR D 53 0.49 E 67 0.89 WBL D 50 0.14 D 52 0.60 WBT D 54 0.16 E 61 0.67 WBR E 74 0.92 E 60 0.59 NBL B 17 0.09 F 90 0.79 NBT D 44 0.76 C 29 0.61 NBTR D 44 0.76 C 29 0.61 SBL F 84 0.82 C 26 0.76 SBT B 18 0.27 C 36 0.90 SBR B 16 0.05 B 15 0.07 4� Amity Rd and Meridian Rd i �- r }�} I f Intersection D 46 0.85 F 81 0.98 EBL D 47 0.64 D 50 0.61 EBTR F 85 0.94 E 57 0.63 WBL D 48 0.41 D 44 0.52 WBTR E 92 0.95 F 222 1.32 NBL B 17 0.02 D 37 0.38 NBT D 45 0.94 C 32 0.64 NBTR D 47 0.96 C 32 0.64 SBL D 36 0.64 C 23 0.50 SBT A 1 0.35 F 79 1.04 SBTR A 1 0.35 F 84 1.06 1 Analyzed as a T-intersection June 2021 21 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 3.5 Roadway Segment Mitigation All study area roadway segments are expected to continue to meet ACHD's level of service planning thresholds with the existing lane configuration. As a result, no roadway capacity improvements are needed to mitigate 2025 background traffic conditions beyond the intersection improvements discussed below. 3.6 Intersection Mitigation Two study area intersections are expected to exceed minimum operational thresholds under 2025 peak hour background traffic conditions. The intersections and improvements needed to mitigate 2025 background traffic conditions are summarized below. Overland Road and Linder Road intersection The Overland Road and Linder Road intersection is expected to exceed minimum operational thresholds under 2025 background traffic as an unsignalized intersection. The critical northbound left -turn lane group is expected to operate at LOS F with a v/c ratio of 0.48 in the PM peak hour, which exceeds ACHD LOS threshold. The intersection meets MUTCD signal Warrant 1 and Warrant 2, eight -hour and four-hour vehicular volume, with 2025 background traffic volumes. Signalization of the intersection is anticipated to occur with the construction of the Linder Road overpass, as detailed in the ACHD 2020 Capital Improvements Plan. The following improvements are proposed to mitigate 2025 background traffic operations: • Traffic signal with existing lanes o There is existing signal infrastructure to accommodate the signal installation Table 3.4 summarizes the intersection capacity analysis results with the proposed mitigation improvements. Table 3.4 — Overland Road and Linder Road Intersection Operations — 2025 Build -Out Year Background Traffic Mitigation Intersection Control / Lane Mitigation Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio lO Overland Rd and Linder Rd Signal _ �' 1 Intersection B 16 0.51 A 7 0.38 EBT B 19 0.67 B 11 0.45 EBTR B 15 0.09 B 10 0.14 WBL B 13 0.19 A 6 0.45 WBT A 10 0.17 A 4 0.41 NBL B 13 0.16 B 14 0.29 NBR B 18 0.79 B 17 0.60 June 2021 22 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Amity Road and Meridian Road intersection The Amity Road and Meridian Road intersection is expected to exceed minimum operational thresholds during the peak hours with 2025 background traffic volumes. The intersection is expected to operate at LOS F with a v/c ratio of 0.98 during the PM peak hour, which exceeds ITD and ACHD 0.90 threshold. Additionally, multiple lane groups are expected to operate with v/c ratios exceeding 1.00 during the peak hours. The following improvements are proposed to mitigate 2025 background traffic operations: • Widen Meridian Road to six lanes • Westbound right -turn lane Table 3.5 summarizes the intersection capacity analysis results with Meridian Road widened to have three through lanes in each direction. The intersection and all lane groups are expected to meet ITD and ACHD minimum operational thresholds. Table 3.5 — Amity Road and Meridian Road Intersection Operations — 2025 Build -Out Year Background Traffic Mitigation Intersection Control / Lane Mitigation Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio 4O Amity Rd and Meridian Rd Widen Meridian Rd to six lanes and WBR i I I �_ r Intersection D 39 0.69 D 44 0.76 EBL D 44 0.37 D 48 0.54 EBTR F 83 0.94 D 55 0.59 WBL D 49 0.41 D 42 0.50 WBT D 53 0.43 F 83 0.94 WBR D 54 0.54 D 47 0.35 NBL E 77 0.52 F 83 0.79 NBT C 30 0.68 C 32 0.50 NBTR C 31 0.69 C 33 0.50 SBL E 76 0.81 F 100 0.87 SBT B 19 0.24 C 33 0.76 SBTR B 19 0.24 D 36 0.76 June 2021 23 1Tqr'.NGIN�RING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 4.0 2025 BUILD -OUT YEAR TOTAL TRAFFIC CONDITIONS 4.1 Site Traffic 4.1.1 Trip Generation Site trip generation is estimated using the procedures recommended in the latest edition of the Trip Generation Manual (10t1i edition), published by the Institute of Transportation Engineers. Table 4.1 summarizes the site trip generation. The proposed development is estimated to generate approximately 2,513 trips per weekday with 190 trips during the AM peak hour and 255 trips during the PM peak hour. Table 4.1— Build -Out Site Traffic Trip Generation Summary I TE Total Land Use Code Size Unit Period Trips Entering Exiting Weekday Daily (vpd) 2,513 50% 1,256 50% 1,257 Single Family Detached Housing 210 261 DU AM Peak Hour (vph) 190 25% 48 75% 142 PM Peak Hour (\ph) 255 63% 161 37% 94 4.1.2 Trip Capture Based on the proposed land use and ITE methodologies, the development is not expected to retain trips internally within the site. No reduction for internal trip capture was assumed in the traffic analysis. 4.1.3 Pass -by Trips The development is not expected to generate pass -by trips. No pass -by trips were assumed in the traffic analysis. 4.1.4 Modal Split The proposed development is located within one mile of a proposed school and is expected to generate trips by walking or bicycle modes to and from the school. For conservative traffic analysis purposes, all trips generated by the development were assumed to be made by personal and commercial vehicles. 4.1.5 Trip Distribution and Assignment Site traffic was distributed and assigned to the external roadway system based on the current travel patterns, site layout, and the general location of the site within the area. Figure 4.1 summarizes the expected site traffic distribution patterns. Figure 4.2 and Figure 4.3 summarize the estimated build -out AM and PM peak hour site traffic, respectively. 4.2 Total Traffic The build -out site traffic is then added to the 2025 background traffic as determined above to obtain the 2025 build - out total traffic. Figure 4.4 and Figure 4.5 summarize the estimated 2025 build -out year AM and PM peak hour total traffic, respectively. June 2021 24 ��GINF�ERING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Figure 4.1— Estimated Site Traffic Distribution Patterns I- — - school W Pine Ave F r- i1,,= Ivlpridian I � F \ W Franklin Rd - --- - . - , E Franklin Rd I Store Park NTS 55 I I --' - ------� — —° 0 L - — 0% R dNC ,' `9 E Overland Rd= , m r-. 4� U N --� J �u (!i _ Mountain t y View High bear rn School - Creek Park 45% L ; - 1-0% 25% 10% 5% - - W Vl tom► .....► E Victory' Rd-, - SITE 5% 5%L , 00. HPrrIS St V 0% 10% 5% I I W Amity Rd 4► �► ♦--�i E Amity. I � , z 5% 5% E 2768ft. � O y C > I x m - Lake Hazel Rd I- - -- - - W" E Lake Hazel Rd U) V) o J � LU June 2021 25 CD H,.ATC-TAT)7)7)?TA1l-' TATP Figure 4.2 — 2025 Build -Out Year AM Peak Hour Site Traffic F i an:rllr7 KJ Of 7 rt{ 6 55' r IQr .. _ rrs'O•vr.rI( t'rJ I $ear reek -- --- Park tC IL} iL: IN vietc.ry R•J 5 2O 6 SITE 7 Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho E -F,ra N Park Lr NTS r3 F C'- e r J t+u � rrlountziin t 4 View High Sc hoo l I h 0 - — E. Vicb I W Am ity Rd cc ? k j r} — W Lake Hazel Rd� 1 Overland Rd & Linder Rd 0 0 0 —� 22 0 64 1 Victory Rd & Linder Rd J 13 9 0 1 29—, �0 8 3 0 —� f �►� 2 I I 0 35 6 5 Access A & Victory Rd 0 ~ 0 12 r 16 36 37 J Victory Rd & Meridian Rd 3 2 0 7� 0 7 2 0 —� f ►` 0 I I 0 7 0 Access B & Linder Rd 3 8 0I 18 0 0 0 7� ` 0 2 23 0 2768 IY .-D d5 2 E. Li ire H. Amity Rd & Meridian Rd 0 0 0 0 0 7 2 7 f ►` 0 I I 2 0 0 Access C & Linder Rd 8 7 01 23 , 0 7 --- 2 14� 0 -� 1 r- 5 2 0 June 2021 26 In )7xT,-rxTvvDTAT,- TxT,- no Figure 4.3 — 2025 Build -Out Year PM Peak Hour Site Traffic - —1VV Franklin KJ • I f L L I L] I ---— 51 LL ILI i� Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho E,F,ranl Storey Park --'-i0'_-----NTS d I r-r—Vti+}Overl 1 .�d_ 1 rf] - - � I I � •' 1� $ear reek -- --- Park IN vietc.ry R•J 7SITEI W Am ity+ Fed it �} 5e Uj •- — •7 � b1r.Lake Hazel Rd `--�-- 1 Overland Rd & Linder Rd 0 --- 0 0 73 0 42 1 Victory Rd & Linder Rd 44 29 0 1 19 —, 0 6--- 10 0--� ` 6 0 23 4 5 Access A & Victory Rd 0 ~ 0 40 54 23 25 MMEM0 12� 4� � L — J as I W Mountain t 4 _View High So hoo l + I I •• � h ' 3---EVic 6a I w. ® E Am4:13d I - I 'y Ir� � 27681Y.-D - dS n :` L7 E. L,a ke H. 1 Victory Rd & Meridian Rd J 8 8 0 1 5 —, 0 5 --- 8 0--� � 0 -) 1 r- 0 4 0 Access B & Linder Rd 11 24 0 1 9, 0 0 --- 0 4� `0 } I 7 18 0 q Amity Rd & Meridian Rd 0 0 0 1 0—) 0 5 --- 0- 8 5—) ` 0 � 1 r� 8 0 0 ' 71 Access C & Linder Rd 24 4 01 18J 0 4 --- 8 11 _� 0 -� 1 r- 17 7 0 June 2021 27 In )7xT,-rxTvvDTAT/- ,AT, - no Figure 4.4 - 2025 Build -Out Year AM Peak Hour Total Traffic - —1VV Franklin KJ • I f L L U - I 55 LL 1 ix� Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho E,F,ranl Storey Park --'-i0'----'NTS d I r-r-Vti+}Overl 1 .�d_ 1 rf] — - � I I � •' 1� $ear reek - - - - _ Park IN VICtc.ry RJ 5 O2 6 SITE 7 W Am ity+ Fed 41 W La ke Ha I Rd ,,- ze 1 Overland Rd & Linder Rd 584 235 35 75 84 491 1 Victory Rd & Linder Rd 24 35 7 1 104 -� 5 209 96 7� 13 33 346 55 5 Access A & Victory Rd 283 ~ 137 12 16 36 37 Victory Rd & Meridian Rd 39 446 82 1 119 -� 204 134 43 37 31 -� f r- 42 1149 74 Access B & Linder Rd 3 52 12 1 18 , 34 0 0 7� } `2 I 2 416 1 MMEM0 � L — J as I Mountain t 4 View High r L hool + I I •• � h ' 3---EVic 6a I w. E Am4:13d I - I ;y Ir� � 2768ft. � dS E. La ke H. q Amity Rd & Meridian Rd 27 552 69 �.) j (_.. 98 j �- 150 324 — 150 51- �44 -� f r- 13 1403 106 ' 71 Access C & Linder Rd 8 51 22 1 23 , 61 7 --- 2 14 4 -� 1 r- 5 395 1 June 2021 28 In )7xT,-rxTvvDTAT/- ,AT, - no Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Figure 4.5 — 2025 Build -Out Year PM Peak Hour Total Traffic -----\Yt+ Franklin KJ 1 _- • I -, I E,F,ranl Storey I ' Park UI J ---- - •' —_ ��J - _ d I I $ear reek - - — - _ Park LL W ILI i� IN VICtc.ry RJ 5 O2 6 SITE 7 W Am ity+ Fed 41 Q} � ,,- W La ke Haze I Rd 1 Overland Rd & Linder Rd 312 701 41 346 53 139 1 Victory Rd & Linder Rd 81 222 14 1 24 —� 14 144 — 312 30-) `113 14 73 33 5 Access A & Victory Rd 173 ~ 353 40 54 23 25 Victory Rd & Meridian Rd 66 1626 246 1 91 —� 126 138 177 64 101 -� 1 r- 37 977 33 Access B & Linder Rd 11 354 37 1 9 , 23 0 --- 0 4� ` 1 7 111 2 84 � L — J as ' Mountain t 4 View High r L hool + I I •• � h 3---EVic 6a I w. E Am4:13d I - I ;y Ir� � 2768ft. � dS E. La ke H. q Amity Rd & Meridian Rd 93 1619 132 1 72 j �— 114 174 — 390 34 - ` 136 39 912 53 ' 71 Access C & Linder Rd 24 334 68 18 , 40 4 8 11 3 -� 1 r- 17 100 4 June 2021 29 1TqENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 4.3 Roadway Segment Planning Level of Service The study area roadway segments were evaluated based on ACHD's level of service planning thresholds. Table 4.2 summarizes the roadway segment level of service with the existing lane configurations and 2025 total traffic volumes. The study area roadway segments are expected to meet ACHD's level of service planning thresholds under 2025 total traffic conditions. Table 4.2 — Roadway Segment Level of Service — 2025 Build -Out Year Total Traffic ACHD Peak Hour Meets Functional Planning Directional Volume LOS Classification Left -Turn Threshold [vph] Planning AM Peak PM Peak Roadway Segment (No. of Lanes) Lane Type [vph] Threshold? Between Overland Rd Minor Arterial Partial 575 / 720 576 387 Yes and Victory Rd (2-3) TWLTL Linder Rd South of Victory Rd MinorArterial None 575 479 426 Yes 4.4 Intersection Operations To determine the 2025 total traffic operations, the study area intersections were analyzed with the existing intersection control and lane configuration with 2025 build -out total traffic volumes. Copies of the analysis reports are included in the appendix. Table 4.3 summarizes the intersection capacity analysis results. Three study area intersections are expected to exceed minimum operational thresholds: • Overland Road and Linder Road intersection • Victory Road and Meridian Road intersection • Amity Road and Meridian Road intersection Table 4.3 — Intersection Operations — 2025 Build -Out Year Total Traffic Intersection Control / Lane Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] We Ratio LOS Delay [s/veh] v/c Ratio Oand Overland Rd1 Linder Rd FUTURE LEG L ;� EBL Future lane group EBT - EBTR - - - - - - WBL A 9 0.09 A 9 0.31 WBT - - - - WBR Future lane group NBL D 29 0.38 F 107 0.66 NBT Future lane group NBR D 27 0.79 B 10 0.17 2O Victory Rd and Linder Rd Ah �� Intersection C 18 - C 22 EB C 17 0.58 B 14 0.40 WB B 11 0.22 D 31 0.82 NB C 22 0.73 B 12 0.27 SB B 10 0.13 C 19 0.62 1 Analyzed as a T-intersection June 2021 30 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Table 4.3 - Intersection Operations - 2025 Build -Out Year Total Traffic (Continued) Intersection Control / Lane Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio 3O Victory Rd and Meridian Rd III L �- C 1 �► Intersection D 39 0.63 D 39 0.80 EBL D 46 0.39 D 51 0.48 EBTR D 52 0.51 E 67 0.89 WBL D 50 0.15 D 52 0.60 WBT D 54 0.16 E 61 0.70 WBR E 74 0.92 E 60 0.59 NBL B 17 0.09 F 90 0.79 NBT D 36 0.76 C 30 0.62 NBTR D 36 0.77 C 29 0.62 SBL F 84 0.82 C 31 0.77 SBT B 19 0.27 D 37 0.91 SBR B 16 0.05 B 15 0.08 4� Amity Rd and Meridian Rd i __7' f f� I f Intersection D 52 0.86 F 83 0.99 EBL D 47 0.64 D 50 0.61 EBTR F 93 0.97 E 58 0.66 WBL D 49 0.45 D 44 0.54 WBTR F 93 0.95 F 229 1.35 NBL B 17 0.03 D 37 0.45 NBT D 45 0.94 C 32 0.64 NBTR D 47 0.96 C 32 0.64 SBL D 38 0.65 C 23 0.50 SBT C 21 0.35 F 81 1.05 SBTR C 21 0.35 F 86 1.07 4.5 Roadway Segment Mitigation All study area roadway segments are expected to continue to meet ACHD's level of service planning thresholds with the existing lane configuration. No roadway capacity improvements are needed to mitigate 2025 total traffic conditions beyond the intersection improvements discussed below. Table 4.4 summarizes the proportionate share of the site traffic at each study area roadway segment. Table 4.4 - Build -Out Site Traffic Percentage on Study Area Roadway Segments % Site Traffic of 2025 Total Traffic Roadway Segment AM Peak PM Peak Average Linder Rd, Between Overland Rd and Victory Rd 11.1% 18.9% 15.0% Linder Rd, South of Victory Rd F5.2 0/. 6.6% 5.9% June 2021 31 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 4.6 Intersection Mitigation Three study area intersections are expected to exceed minimum operational thresholds under 2025 peak hour total traffic conditions. The intersections and improvements needed to mitigate 2025 total traffic conditions are discussed below. Table 4.5 summarizes the proportionate share of the site traffic at each study area intersection. Table 4.5 - Build -Out Site Traffic Percentage at Study Area Intersections % Site Traffic of 2025 Total Traffic Intersection AM Peak PM Peak Average Ol Overland Rd and 5.7% 7.2% 6.5% Linder Rd Victory Rd and 11.2% 13.1% 12.3% Linder Rd Victory Rd O3 and 1.2% 1.0% 1.1% Meridian Rd Amity Rd O4 and 0.6% 0.7% 0.7% Meridian Rd Overland Road and Linder Road intersection The Overland Road and Linder Road intersection is expected to exceed minimum operational thresholds under 2025 total traffic as an unsignalized intersection. The critical northbound left -turn lane group is expected to operate at LOS F with a v/c ratio of 0.66 in the PM peak hour, which exceeds ACHD LOS threshold. The intersection meets MUTCD signal Warrant 1 and Warrant 2, eight -hour and four-hour vehicular volume, with 2025 total traffic volumes. Signalization of the intersection is anticipated to occur with the construction of the Linder Road overpass, as detailed in the ACHD 2020 Capital Improvements Plan. The following improvements are proposed to mitigate 2025 total traffic operations: • Traffic signal with existing lanes Table 4.6 summarizes the intersection capacity analysis results with the proposed mitigation improvements. Based on phasing analysis, the Overland Road and Linder Road intersection is expected to exceed ACHD minimum operational thresholds by 2023 with an increase of approximately 170 vehicles per hour entering the intersection. By 2023, approximately 140 single-family dwelling units were assumed to be constructed and occupied. Table 4.6 - Overland Road and Linder Road Intersection Operations - 2025 Build -Out Year Total Traffic Mitigation Intersection Control / Lane Mitigation Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio lO Overland Rd and Linder Rd Signal _ L! } r. Intersection B 18 0.57 B 10 0.45 EBT C 22 0.69 B 16 0.52 EBTR B 17 0.09 B 14 0.15 WBL B 16 0.28 A 9 0.58 WBT B 11 0.18 A 5 0.41 NBL B 13 0.14 B 16 0.24 NBR B 19 0.82 C 21 0.70 June 2021 32 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Victory Road and Meridian Road intersection The Victory Road and Meridian Road intersection is expected to meet ITD and ACHD minimum operational thresholds with 2025 total traffic volumes except for one lane group. The southbound through lane group is expected to operate with a v/c ratio of 0.91 during the PM peak hour, slightly exceeding ITD 0.90 threshold but within ACHD 1.00 threshold. Additionally, the estimated 95' percentile queue length in the southbound left -turn lane is less than 500 feet, which could be accommodated within the center turn lane. The estimated 95' percentile queue length in the southbound through lane is approximately 900 feet. No improvements are proposed to mitigate 2025 total traffic operations. ITD will likely assess a proportionate share of the development impacts for the construction of MUT according to the SH 69 corridor plan. Amity Road and Meridian Road intersection The Amity Road and Meridian Road intersection is expected to exceed minimum operational thresholds during the peak hours with 2025 total traffic volumes. The intersection is expected to operate at LOS F with a v/c ratio of 0.98 during the PM peak hour, which exceeds ITD and ACHD 0.90 threshold. Additionally, multiple lane groups are expected to operate with v/c ratios exceeding 1.00 during the PM peak hour. As with 2025 background traffic, the following improvements are proposed to mitigate 2025 total traffic operations: • Widen Meridian Road to six lanes • Westbound right -turn lane Table 4.7 summarizes the intersection capacity analysis results with the proposed improvements. The intersection and all lane groups are expected to meet ITD and ACHD minimum operational thresholds. The intersection exceeds minimum operational thresholds under 2021 existing traffic operations and is expected to continue to exceed minimum operational thresholds as the total traffic entering the intersection continues to increase. Table 4.7 - Amity Road and Meridian Road Intersection Operations - 2025 Build -Out Year Total Traffic Mitigation Intersection Control / Lane Mitigation Intersection or Lane Group AM Peak Hour PM Peak Hour LOS Delay [s/veh] v/c Ratio LOS Delay [s/veh] v/c Ratio 4O Amity Rd and Meridian Rd Widen Meridian Rd to six lanes and WBR i I I i++ Y' Intersection D 40 0.70 D 44 0.76 EBL D 43 0.36 D 47 0.52 EBTR F 84 0.95 D 54 0.59 WBL D 48 0.42 C 41 0.50 WBR D 51 0.42 E 72 0.92 WBR D 53 0.52 D 46 0.33 NBL E 76 0.54 F 80 0.79 NBT C 31 0.70 C 33 0.51 NBTR C 32 0.70 C 34 0.51 SBL E 76 0.81 F 100 0.87 SBT B 19 0.24 D 36 0.79 SBTR B 20 0.24 D 40 0.79 June 2021 33 ENGIN MG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho 4.7 Site Access and Circulation Figure 4.6 shows the proposed site accesses, circulation, and internal roadway ADT. Jackson Ridge Estates is proposing one full access approach on Victory Road and two full access approaches on Linder Road. Access B will align with a future approach to east proposed in Brundage Estates Subdivision, an in -process development. Access C will align with the future Harris Street extension proposed in Brundage Estates Subdivision. Both Victory Road and Linder Road are 50-mph minor arterial roadways along the site frontage. According to ACHD Policy Section 7206.4, the minimum spacing requirements on a 50-mph minor arterial roadway away from a signalized intersection are: • 1,320 feet minimum separation for unsignalized collector street • 660 feet minimum separation for local streets • 425 feet minimum driveway separation All proposed site access locations meet ACHD minimum spacing requirements. The proposed Access A roadway alignment does not match with the future collector roadway at the '/2-mile location between Ten Mile Road and Linder Road as shown in the ACHD Master Street Map (MSM). It is our understanding that the designer has coordinated with ACHD during the preliminary plat process. The proposed Access C roadway alignment matches the future mid -mile collector street location shown in the MSM. The proposed Access A and Access C roadways should be classified and constructed as collector streets. All other internal roadways are local roads and are expected to carry less than 1,000 vehicles per day. Traffic calming measures will be installed on all internal roadways having straight segments greater than 750 feet as shown in Figure 4.6. Based on coordination with the developer, these segments will have chokers and stamped concrete at the internal T-intersections and mid -block crossings at the proposed internal micropaths. All proposed access site access intersections are located in generally straight segments of Victory Road and Linder Road. Sight distance at the proposed site access intersections was field reviewed and determined to exceed 555 feet, the minimum intersection sight distance for a 50-mph posted speed limit. Field review photos are included in the appendix. Intersection sight distance at the proposed accesses should be verified during construction. Landscaping design should not obstruct intersection sight distance. Two proposed site access intersections are expected to need turn lanes based on ACHD's turn lane guidelines under 2025 total traffic conditions: • Access A o Westbound left -turn lane ■ The westbound left -turn lane is warranted by 2024 when the development generates approximately 200 trips, which is equivalent to 200 dwelling units. • Access C o Southbound left -turn lane ■ The southbound left -turn lane is warranted with off -site traffic generated by the proposed Brundage Estates Subdivision, which is consistent with the findings in the TIS for the project Table 4.8 summarizes the site access intersection capacity analysis results. All proposed site access intersections are expected to meet minimum operational thresholds with and without the turn lanes. The proposed Access A and Access C roadways are required to correspond to the future mid -mile collector streets as shown in the MSM. Access B may be considered as it will align with the future Smokey Lake Drive to the east in the Brundage Estates Subdivision, but is not needed for operational purposes or reducing the ADT on the other internal roadways to below ACHD thresholds. June 2021 34 no Figure 4.6 — Site Access, Circulation, and ADT Victory Rd F— _ 1,399 _ 845 j L h TTI Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho rw:rf�- r — - - 1,400' v Legend: Traffic Calming Measure 1 306 - .. «�Cccess E%TEW UTIRV STUBS \K � 4\ I L IL "_maces`$_ 808 14.17SNOUEOER WI SWALE WOPo(WRM S. IEIGMBOM f I NTS 11 June 2021 35 1'.NGIVTR, VG, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho Table 4.8 - Site Access Intersection Operations - 2025 Build -Out Year Total Traffic Control / Lane AM Peak Hour PM Peak Hour Site Improvcmcnts Intersection and Off -Site or Delay v/c Delay v/c Intersection Improvements Lane Group LOS [s/veh] Ratio LOS [s/veh] Ratio EBTR - - - - WBL A 8 0.01 A 8 0.05 WBT - - - - Access A SO and NB B 11 0.12 B 11 0.08 Victory Rd EB - - - - WB A 8 0.01 A 8 0.05 NB B 12 0.14 B 13 0.10 .�► EB B 13 0.06 B 14 0.03 Access B e WB B 12 0.07 A 9 0.03 O6 and -� ►-r- NB A 7 <0.01 A 8 0.01 Linder Rd ` ' SB A 8 0.01 A 8 0.03 EB B 14 0.11 C 16 0.10 WB B 12 0.13 B 11 0.08 Rb r NB A 7 < 0.01 A 8 0.02 � SBL A 8 0.02 A 8 0.05 Access C •�• 7O and SBTR - - - - Linder Rd EB B 14 0.11 C 16 0.10 t WB B 12 0.13 B 11 0.08 NB A 7 < 0.01 A 8 0.02 SB A 8 0.02 A 8 0.05 June 2021 36 ENGINZWVc, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX A: SCOPE June 2021 A Gmail -Fwd: FW: [EXTERNAL] LinderHoldings_TAZ11091110.docx https://mail.google.com/mail/u/0?ik=aab3d875 53&view=pt&search=all... M Gmail Brandon Atchley <creng.brandonatchley@gmail.com> Fwd: FW: [EXTERNAL] LinderHoldings_TAZ11091110.docx 5 messages Chhang Ream <chhream@gmail.com> To: Brandon Atchley <creng.brandonatchley@gmail.com> Could you find/summarize what traffic counts we have and the count date. Thanks ---------- Forwarded message --------- From: Mary Ann Waldinger <MWaldinger@compassidaho.org> Date: Thu, Mar 26, 2020 at 8:57 AM Subject: FW: [EXTERNAL] LinderHoldings_TAZ11091110.docx To: Chhang Ream <chhream@gmail.com> Here you go. Take care, Z From: Aimee Loudenslager[mailto:Aloudenslager@achdidaho.org] Sent: Wednesday, March 25, 2020 4:06 PM To: Erika Bowen, P.E. <erika.bowen@itd.idaho.gov>; Mary Ann Waldinger <MWaldinger@compassidaho.org>; Mindy Wallace <mwallace@achdidaho.org> Subject: Re: [EXTERNAL] LinderHoldings_TAZ11091110.docx ACHD recommends that the following be included. Intersections: • Linder Rd and Victory Road • Linder Road and Overland Road • All proposed access points Thu, Mar 26, 2020 at 10:25 AM The additional access points need to be justified. ACHD can provide our most turning movement counts. Segments: • Linder Road between the site and Victory Road • Linder Road between Victory Road and Overland Road 1 of 4 01-May-20, 11:15 Gmail - Fwd: FW: [EXTERNAL] LinderHoldings_TAZ11091110.docx Thanks, https://mail.google.com/mail/u/0?ik=aab3d875 53&view=pt&search=all... Aimee From: Erika Bowen <Erika.Bowen@itd.idaho.gov> Sent: Wednesday, March 25, 2020 12:28 PM To: Mary Ann Waldinger <MWaldinger@compassidaho.org>; Mindy Wallace <Mwallace@achdidaho.org>; Aimee Loudenslager <Aloudenslager@achdidaho.org> Subject: RE: [EXTERNAL] LinderHoldings_TAZ11091110.docx [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] Hi Mary Ann- ITD will be asking for analysis at the intersections of SH-69 / Amity and SH-69 / Victory. Thanks, 4 wiI a AV ,Bowe/, P 4- ITD District 3 Traffic Technical Engineer From: Mary Ann Waldinger <MWaldinger@compassidaho.org> Sent: Tuesday, March 24, 2020 7:31 AM To: Erika Bowen <Erika.Bowen@itd.idaho.gov>; Mindy Wallace <mwallace@achdidaho.org>; Aimee Loudenslager <aloudenslager@achdidaho.org> Subject: [EXTERNAL] LinderHoldings_TAZ11091110.docx --- This email is from an external sender. Be cautious and DO NOT open links or attachments if the sender is unknown. --- Hello ladies, Attached is an area of influence model run for Linder Holdings. The write up includes a cumulative analysis for some recent / pending entitlements. Take care and stay safe. MaryAnn Waldinger I Principal Planner Direct: 208-475-2242 1 Main: 208-855-2558 2 of 4 01-May-20, 11 ENGINZWVc, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX 6: TRAFFIC COUNTS June 2021 Study: CR0059 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign Stub Out From North Start Time Right Thru Left Peds App. Total 07:00 AM 0 0 0 0 0 07:15 AM 0 0 0 0 0 07:30 AM 0 0 0 0 0 07:45 AM 0 0 0 0 0 Total 0 0 0 0 0 08:00 AM 0 0 0 0 0 08:15 AM 0 0 0 0 0 08:30 AM 0 0 0 0 0 08:45 AM 0 0 0 0 0 Total 0 0 0 0 0 02:00 PM 02:15 PM 02:30 PM 02:45 PM Total 03:00 PM 03:15 PM 03:30 PM 03:45 PM Total Grand Total Apprch % Total % General Traffic 3+Ax1e H.—Trucks 3, Axle He Trucks L2 Data Collection L2DataCollection.com (208) 860-7554 Utah (801) 413-2993 File Name : Linder Rd & Overland Rd Site Code : 00000000 Start Date : 2/6/2020 Page No : 1 Groups printed- General Traffic - 3+ Axle Heavy Trucks Overland Road Linder Road Overland Road From East From South From West Right Thru Left Peds App. Total Right Thru Left Peds App. Tow Right Thru Left Peds App. Total Int. Total 0 49 2 0 51 79 0 18 0 97 5 90 0 0 95 243 0 56 6 0 62 102 0 22 0 124 6 102 0 0 108 294 0 40 20 0 60 92 0 19 0 111 4 143 0 0 147 318 0 48 15 0 63 78 1 10 0 89 14 145 0 0 159 311 0 193 43 0 236 351 1 69 0 421 29 480 0 0 509 1166 0 28 12 0 40 63 0 22 0 85 8 106 0 0 114 239 0 42 10 0 52 51 1 10 0 62 5 74 0 0 79 193 0 50 3 0 53 39 0 11 0 50 3 69 0 0 72 175 0 41 7 0 48 38 0 8 0 46 5 73 0 0 78 172 0 161 32 0 193 191 1 51 0 243 21 322 0 0 343 779 0 0 0 0 01 0 73 22 0 951 16 1 5 0 221 1 29 0 0 301 147 0 0 0 0 0 0 73 24 0 97 16 0 7 0 23 2 52 0 0 54 174 0 0 0 0 0 0 67 18 0 85 11 0 2 0 13 4 45 0 0 49 147 0 0 0 0 0 0 76 25 0 101 28 0 20 0 48 14 59 0 0 73 222 0 0 0 0 0 0 289 89 0 378 71 1 34 0 106 21 185 0 0 206 690 0 0 0 0 0 0 82 33 0 115 21 0 13 0 34 18 75 0 0 93 242 0 0 0 0 0 0 97 31 0 128 33 1 17 0 51 8 42 0 0 50 229 0 0 0 0 0 0 104 41 0 145 25 0 14 0 39 10 58 0 0 68 252 0 0 0 0 0 0 101 29 0 130 26 0 3 0 29 9 53 0 0 62 221 0 0 0 0 0 0 384 134 0 518 105 1 47 0 153 45 228 0 0 273 944 0 0 0 0 0 0 1027 298 0 1325 718 4 201 0 923 116 1215 0 0 1331 3579 0 0 0 0 0 77.5 22.5 0 77.8 0.4 21.8 0 8.7 91.3 0 0 0 0 0 0 0 0 28.7 8.3 0 37 20.1 0.1 5.6 0 25.8 3.2 33.9 0 0 37.2� 0 0 0 0 0 0 1016 297 0 1313 718 4 199 0 921 114 1204 0 0 1318 3552 0 0 0 0 0 0 98.9 99.7 0 99.1 100 100 99 0 99.8 98.3 99.1 0 0 99 99.2 0 0 0 0 0 0 11 1 0 12 0 0 2 0 2 2 11 0 0 13 27 0 0 0 0 0 0 1.1 0.3 0 0.9 0 0 1 0 0.2 1.7 0.9 0 0 1 0.8 L2 Data Collection L2DataCol lection.com (208) 860-7554 Utah (801) 413-2993 Study: CR0059 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign File Name : Linder Rd & Overland Rd Site Code : 00000000 Start Date : 2/6/2020 Page No : 2 Stub Out Out In Total 0 0 0A40 4 0 0 0 0 0 0 0 0 0 01 01 0 0 Right Thru Left Peds coN o . "010 F N N O O O Tr NJ J Z1 O CD CDW� (O (O C N C vein oN� Northca O CO C7 — C131 NL—+ H 2/6/2020 07:00 AM O O c v rn /2020 03:45 PM iiNm iJ > E + General Traffic r X a 0 0 � o 0 0 3+ Axle Heavy Truck -0 n N N c U N W N N a m 000 oowcn— Left Thru Right Peds 199 4 718 0 2 0 0 0 201 4 718 0 414 923 1337 Out In Total L2 Data Collection L2DataCol lection.com (208) 860-7554 Utah (801) 413-2993 Study: CR0059 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign File Name : Linder Rd & Overland Rd Site Code : 00000000 Start Date : 2/6/2020 Page No : 3 Stub Out Overland Road Linder Road Overland Road From North From East From South From West Start Time Ri ht g Thru Left Peds Aan. Tm� Right Thru Left Peds nP,. Tmei Right Thru Left Peds ate. roar Right Thru Left Peds ar,e.— l :;.To;d Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 0 49 2 0 07:15 AM 0 0 0 0 0 0 56 6 0 07:30 AM 0 0 0 0 0 0 40 20 0 07:45 AM 0 0 0 0 0 0 48 15 0 Total Volume 0 0 0 0 0 0 193 43 0 °/u App. Total 0 0 0 0 0 81.8 18.2 0 PHF .000 .000 .000 .000 .000 .000 .862 .538 .000 General Traffic General Traffic 0 0 0 0 0 0 99.0 100 0 3+Azle Hem T. 0 0 0 0 0 0 2 0 0 %3.—H-Treks 0 0 0 0 0 0 1.0 0 0 51I 79 0 18 0 97 5 90 0 0 95 243 62 102 0 22 0 124 6 102 0 0 108 294 60 92 0 19 0 111 4 143 0 0 147 318 63 78 1 10 0 89 14 145 0 0 159 311 1166 236 351 1 69 0 421 29 480 0 0 509 83.4 0.2 16.4 0 5.7 94.3 0 0 .917 .937 .860 .250 .784 .000 .849 .518 .828 .000 .000 .800 99.2 100 100 100 0 100 96.6 99.6 0 0 99.4 99.6 2 0 0 0 0 0 1 2 0 0 3 5 0.8 0 0 0 0 0 3.4 0.4 0 0 0.6 0.4 Out In Total 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 01 01 0 0 Right Thru Left Peds Peak Hour Data mcrDD0 000 ♦ A O CO N o North N <° m r— co .�E--- Peak Hour Begins at 07:00 AM ~2 w a0-0) N w wE N N L General Traffic 3+,gXle Hea Trucks O N? o N N w o w O N N 00 O y a m o. d N 0 0 0 *-, T F+ Left Thru Thru Right Peds 69 1 351 0 0 0 0 0 69 1 351 0 492 72 42� k4:931 Out In Total L2 Data Collection L2DataCol lection.com (208) 860-7554 Utah (801) 413-2993 Study: CR0059 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign File Name : Linder Rd & Overland Rd Site Code : 00000000 Start Date : 2/6/2020 Page No : 4 Stub Out Overland Road Linder Road Overland Road From North From East From South From West Start Time Ri ht g Thru Left Peds A Total nn Right g Thru Left Peds APP-roa Right Thru Left Peds ron. roar Right Thru Left Peds Nn. roai Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:00 AM 07:00 AM 07:15 AM +0 mins. 0 0 0 0 0 0 49 2 0 51 79 0 18 0 97 6 102 0 0 108 +15 mins. 0 0 0 0 0 0 56 6 0 62 102 0 22 0 124 4 143 0 0 147 +30 mins. 0 0 0 0 0 0 40 20 0 60 92 0 19 0 111 14 145 0 0 159 +45 mins. 0 0 0 0 0 0 48 15 0 63 78 1 10 0 89 8 106 0 0 114 Total Volume 0 0 0 0 0 0 193 43 0 236 351 1 69 0 421 32 496 0 0 528 % App. Total 0 0 0 0 0 81.8 18.2 0 83.4 0.2 16.4 0 6.1 93.9 0 0 PHF .000 .000 .000 .000 .000 .000 .862 .538 .000 .937 .860 .250 .784 .000 .849 .571 .855 .000 .000 .830 General Traffic % General Traffic 0 0 0 0 0 0 99 100 0 99.2 100 100 100 0 100 100 99.6 0 0 99.6 3+Ax1e Heavy Trucks 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 3+Axle Heavy Trucks 0 0 0 0 0 0 1 0 0 0.8 0 0 0 0 0 0 0.4 0 0 0.4 Stub Out In - Peak Hour: 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 01 01 0 0 Right Thr Left Peds Peak Hour Data a U� 0 0 0 03i m N North M o w : N �� General Traffic ~c rcO, N tO o 07 = N 0 N J 3+ Axle HeavyTrucks w w; a Y co co N 0NAo.Z7 v Oa wow oa 0 c 000D �y o. � a o00 +-i T F-► Left Thru Right Peds 69 1 351 0 0 0 0 0 69 1 351 0 421 0 421 In - Peak Hour: 07.00 AM L2 Data Collection L2DataCollection.com (208) 860-7554 Utah (801) 413-2993 Study: CR0069 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign File Name : Linder Rd & Overland Rd PM Site Code : 00000000 Start Date : 2/6/2020 Page No : 1 Groups Printed- Groups Printed- General Traffic Linder Road Overland Road Stub Out Overland Road From North From East From South From West Start Time Right g Thru Left Peds Aan. Tm� Right 0 Thru 115 Left 35 Peds 0 nP,. Tm„ 150 Right Thru Left Peds n�. rwei Right Thru Left Peds n„�. Tma, ant. 7otai 04:00 PM 0 0 0 0 0 25 0 6 0 31 8 53 0 0 61 242 04:15 PM 0 0 0 0 0 0 113 38 0 151 21 0 7 0 28 8 77 0 0 85 264 04:30 PM 0 0 0 0 0 0 129 53 0 182 22 0 14 0 36 6 65 0 0 71 289 04:45 PM 0 0 0 0 01 0 137 48 0 185 21 0 4 0 25 9 64 0 0 73 283 Total 0 0 0 0 0 0 494 174 0 668 89 0 31 0 120 31 259 0 0 290 1078 05:00 PM 0 0 0 0 0 0 167 58 0 225 14 0 17 0 31 6 58 0 0 64 320 05:15 PM 0 0 0 0 0 0 143 65 0 208 23 0 8 0 31 13 70 0 0 83 322 05:30 PM 0 0 0 0 0 0 132 50 0 182 23 0 8 0 31 11 49 0 0 60 273 05:45 PM 0 0 0 0 0 0 89 39 0 128 27 0 8 0 35 8 56 0 0 64 227 Total 0 0 0 0 0 0 531 212 0 743 87 0 41 0 128 38 233 0 0 271 1142 Grand Total 0 0 0 0 0 0 1025 386 0 1411 176 0 72 0 248 69 492 0 0 561 2220 Apprch % 0 0 0 0 0 72.6 27.4 0 71 0 29 0 12.3 87.7 0 0 Total % 0 0 0 0 0 0 46.2 17.4 0 63.6 7.9 0 3.2 0 11.2 3.1 22.2 0 0 25.3 Stub Out Out In Total 0 0 00 0 0 0 0 Right Thru Left Peds oo o4= .C.. r.0 a cv North O G O Ix C O 7 L� H �3 O C N R c—CA 0) 2/6/2020 04:00 PM n ca 2/6/2020 05:45 PM �( W 0 r O o O General Traffic m a N O8 pD CL V N �o F+ Left Thru Ri ht Peds 72 0 1761 0 455 248 703 Out In Total L2 Data Collection L2DataCol lection.com (208) 860-7554 Utah (801) 413-2993 Study: CR0069 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign File Name : Linder Rd & Overland Rd PM Site Code : 00000000 Start Date : 2/6/2020 Page No : 2 Stub Out Overland Road Linder Road Overland Road From North From East From South From West Start Time Right Thru Left Peds na,. Tofal Right Thtu Left Peds nP,. To Right Thru Left Peds ate. To l Right Thru Left Peds n�. Tofal :;�;d Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 0 129 53 0 182 22 0 14 0 36 6 65 0 0 71 289 04:45 PM 0 0 0 0 0 0 137 48 0 185 21 0 4 0 25 9 64 0 0 73 283 05:00 PM 0 0 0 0 0 0 167 58 0 225 14 0 17 0 31 6 58 0 0 64 320 05:15 PM 0 0 0 0 0 0 143 65 0 208 23 0 8 0 31 13 70 0 0 83 322 Total Volume 0 0 0 0 0 0 576 224 0 800 80 0 43 0 123 34 257 0 0 291 1214 % App. Total 0 0 0 0 0 72 28 0 65 0 35 0 11.7 88.3 0 0 PHF .000 .000 .000 .000 .000 .000 .862 .862 .000 .889 .870 .000 .632 .000 .854 .654 .918 .000 .000 .877 .943 Stub Out Out In Total DO 0 00 0 0 0 0 Right Thru Le� Peds Peak Hour Data O J wo F O v m � North O 0 N L� H �3 C V SR — N Peak Hour Begins at 04:30 P o a _ co L N O A O + General Traffic N a a . 0' v wm �o a No �— F+ Left Thru Ri ht Peds 43 0 801 0 258 123 381 Out In Total L2 Data Collection L2DataCol lection.com (208) 860-7554 Utah (801) 413-2993 Study: CR0069 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign File Name : Linder Rd & Overland Rd PM Site Code : 00000000 Start Date : 2/6/2020 Page No : 3 Stub Out Overland Road Linder Road Overland Road From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. rorat Right Thru Left Peds ron. roar Right Thru Left Peds Apn. rorai Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Beqins at: 04:00 PM 04:30 PM 05:00 PM 04:15 PM +0 mins. 0 0 0 0 0 0 129 53 0 182 14 0 17 0 31 8 77 0 0 85 +15 mins. 0 0 0 0 0 0 137 48 0 185 23 0 8 0 31 6 65 0 0 71 +30 mins. 0 0 0 0 0 0 167 58 0 225 23 0 8 0 31 9 64 0 0 73 +45 mins. 0 0 0 0 0 0 143 65 0 208 27 0 8 0 35 6 58 0 0 64 Total Volume 0 0 0 0 0 0 576 224 0 800 87 0 41 0 128 29 264 0 0 293 % App. Total 0 0 0 0 0 72 28 0 68 0 32 0 9.9 90.1 0 0 PHF .000 .000 .000 .000 .000 .000 .862 .862 .000 .889 1 .806 .000 .603 .000 .914 .806 .857 .000 .000 .862 Stub Out In - Peak Hour: 04:00 PM 0 0 0 0 0 Right TIu Le� Peds Peak Hour Data � �' S a m d) 0M No �+ CD "0 � NL� F �2 o' C F ip a> N = rn General Traffic M O o 'o Y j N L r N O A a) O n- A Q C O N O N O O LL y O T Left Thru Ri ht Peds 41 0 871 0 128 In - Peak Hour: 05:00 PM Study: CR0069 Intersection: Linder Rd / Overland Rd City, State: Meridian, Idaho Control: Stop Sign L2 Data Collection L2DataCollection.com (208) 860-7554 Utah (801) 413-2993 Image 1 File Name : Linder Rd & Overland Rd PM Site Code : 00000000 Start Date : 2/6/2020 Page No : 4 Victory Road and Linder Road Meridian Idaho 6 Februarv, 2020 Southbound Westbound Northbound Eastbound Linder Road Victory Road Linder Road Victory Road Vehicle Vehicle Vehicle Vehicle VEHICLE TOTAL Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 12:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 2 12:15 AM 0 0 1 0 0 1 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 12:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 2 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 Hourly Total 0 0 1 0 0 1 0 1 3 0 0 4 0 0 2 1 0 3 0 0 0 0 0 0 8 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 1 2 Hourly Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 1 3 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15AM 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 3 2:30 AM 0 0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2 Hourly Total 0 0 1 0 0 1 0 1 3 0 0 4 0 1 0 0 0 1 0 0 1 0 0 1 7 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 2 3:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 2 0 0 2 4 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 1 1 0 0 2 5 3:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 3 0 5 0 1 0 0 0 1 7 Hourly Total 0 0 0 0 0 0 0 1 0 0 0 1 0 1 6 4 0 11 0 2 4 0 0 6 18 4:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 1 0 0 0 1 3 4:15 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 4 0 0 4 6 4:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 0 0 1 0 0 1 4 4:45 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 2 3 0 5 0 0 1 0 0 1 9 HourlVTotal 0 2 0 0 0 2 0 0 4 0 0 4 0 1 5 3 0 9 0 1 6 0 0 7 22 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 0 3 0 0 3 6 5:15 AM 0 1 2 0 0 3 0 0 1 0 0 1 0 1 2 0 0 3 0 0 1 0 0 1 8 5:30 AM 0 0 2 0 0 2 0 1 1 1 0 3 0 2 9 1 0 12 0 1 6 1 0 8 25 5:45 AM 0 0 0 1 0 1 0 0 2 0 0 2 0 3 6 0 0 9 0 2 6 0 0 8 20 HourlVTotal 0 1 4 1 0 6 0 1 4 1 0 6 0 7 19 1 0 27 0 3 16 1 0 20 59 6:00 AM 0 0 2 0 0 2 0 0 6 0 0 6 0 1 10 4 0 15 0 2 5 1 0 8 31 6:15 AM 0 1 2 1 0 4 0 0 6 0 0 6 0 6 15 2 0 23 0 7 9 0 0 16 49 6:30 AM 0 1 2 1 0 4 0 3 7 1 0 11 0 7 31 5 0 43 0 7 12 0 0 19 77 6:45 AM 0 0 3 0 0 3 0 0 9 3 0 12 0 3 38 4 0 45 0 12 12 1 0 25 85 HourlVTotal 0 2 9 2 0 13 0 3 28 4 0 35 0 17 94 15 0 126 0 28 38 2 0 68 242 7:00 AM 0 1 2 2 0 5 0 0 12 1 0 13 0 6 66 8 0 80 0 10 18 1 0 29 127 7:15 AM 0 4 1 2 0 7 0 1 19 2 0 22 0 7 64 10 0 81 0 11 29 2 0 42 152 7:30 AM 0 1 12 0 0 13 0 3 16 1 0 20 0 5 69 12 0 86 0 21 50 1 0 72 191 7:45 AM 0 0 6 5 0 11 0 3 16 0 0 19 0 9 57 10 0 76 0 9 40 1 0 50 156 HourlVTotal 0 6 21 9 0 36 0 7 63 4 0 74 0 27 256 40 0 323 0 51 137 5 0 193 626 Victory Road and Linder Road Meridian Idaho 6 Februarv, 2020 Southbound Westbound Northbound Eastbound Linder Road Victory Road Linder Road Victory Road Vehicle Vehicle Vehicle Vehicle VEHICLE Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk Straight Right Crosswalk TOTAL Time UTurns Left Turns Through Turns Crossings Approach UTurns LeftTurns Through Turns Crossings Approach UTurns LeftTurns Through Turns Crossings Approach UTurns Lef[Turns Through Turns Crossings Approach Total Total Total Total 8:00 AM 0 1 3 1 0 5 0 4 12 3 0 19 0 3 33 7 0 43 0 8 31 3 0 42 109 8:15 AM 0 1 9 3 0 13 0 7 13 3 0 23 0 3 19 6 0 28 0 8 24 2 0 34 98 8:30 AM 0 1 6 3 0 10 0 5 16 1 0 22 0 3 34 7 0 44 0 7 23 2 0 32 108 8:45 AM 0 1 5 2 0 8 0 5 14 0 0 19 0 2 27 11 0 40 0 2 20 3 0 25 92 HourlVTotal 0 4 23 9 0 36 0 21 55 7 0 83 0 11 113 31 0 155 0 25 98 10 0 133 407 9:00 AM 0 1 4 1 0 6 0 3 19 1 0 23 0 1 16 5 0 22 0 1 19 3 0 23 74 9:15 AM 0 3 3 2 0 8 0 6 18 1 0 25 0 6 8 3 0 17 0 5 13 0 0 18 68 9:30 AM 0 1 6 0 0 7 0 4 10 1 0 15 0 3 10 5 0 18 0 4 23 0 0 27 67 9:45 AM 0 1 1 2 0 4 0 3 16 5 0 24 0 4 9 1 0 14 0 4 8 1 0 13 55 HourlVTotal 0 6 14 5 0 25 0 16 63 8 0 87 0 14 43 14 0 71 0 14 63 4 0 81 264 10:00 AM 0 0 7 3 0 10 0 6 14 2 0 22 0 0 7 5 0 12 0 2 12 2 0 16 60 10:15 AM 0 0 6 1 0 7 0 8 17 1 0 26 0 1 11 3 0 15 0 3 13 1 0 17 65 10:30 AM 0 0 4 1 0 5 0 4 9 1 0 14 0 0 10 4 0 14 0 2 12 4 0 18 51 10:45 AM 0 1 4 2 0 7 0 4 10 4 0 18 0 2 23 5 0 30 1 4 11 3 0 19 74 Hourly Total 0 1 21 7 0 29 0 22 50 8 0 80 0 3 51 17 0 71 1 11 48 10 0 70 250 11:00 AM 0 0 9 1 0 10 0 4 17 1 0 22 0 3 12 4 0 19 1 1 10 4 0 16 67 11:15 AM 0 0 6 1 0 7 0 5 14 3 0 22 0 0 8 2 0 10 0 1 15 0 0 16 55 11:30 AM 0 3 3 0 0 6 0 5 19 3 0 27 0 1 12 3 0 16 0 5 13 1 0 19 68 11:45 AM 0 2 6 2 0 10 0 2 24 2 0 28 0 0 10 1 0 11 0 2 16 0 0 18 67 Hourly Total 0 5 24 4 0 33 0 16 74 9 0 99 0 4 42 10 0 56 1 9 54 5 0 69 257 12:00 PM 0 1 12 4 0 17 0 5 7 4 0 16 0 0 15 6 0 21 0 5 20 0 0 25 79 12:15 PM 0 3 5 2 0 10 0 5 17 3 0 25 0 1 11 5 0 17 0 1 20 1 0 22 74 12:30 PM 0 3 6 2 0 11 0 2 32 2 0 36 0 0 19 3 0 22 0 1 18 1 0 20 89 12:45 PM 0 1 9 4 0 14 0 10 22 7 0 39 0 2 7 7 0 16 0 2 11 3 0 16 85 Hourly Total 0 8 32 12 0 52 0 22 78 16 0 116 0 3 52 21 0 76 0 9 69 5 0 83 327 1:00 PM 0 1 7 1 0 9 0 10 17 1 0 28 0 4 12 6 0 22 0 3 14 1 0 18 77 1:15 PM 0 2 9 1 0 12 0 12 18 2 0 32 0 0 14 5 0 19 0 3 12 1 0 16 79 1:30 PM 0 1 10 4 0 15 0 13 13 2 0 28 0 1 19 4 0 24 0 0 17 2 0 19 86 1:45 PM 0 1 10 4 0 15 0 10 16 2 0 28 0 2 12 3 0 17 0 3 16 0 0 19 79 HourIV Total 0 5 36 10 0 51 0 45 64 7 0 116 0 7 57 18 0 82 0 9 59 4 0 72 321 2:00 PM 0 2 8 3 0 13 0 13 24 1 0 38 0 2 14 5 0 21 0 0 10 2 0 12 84 2:15 PM 0 0 10 3 0 13 0 5 19 1 0 25 0 2 9 5 0 16 0 2 23 2 0 27 81 2:30 PM 0 1 10 2 0 13 0 10 15 1 0 26 0 0 8 5 0 13 0 1 16 3 0 20 72 2:45 PM 0 0 15 3 0 18 0 10 19 3 0 32 0 1 13 3 0 17 0 3 21 1 0 25 92 HourlVTotal 0 3 43 11 0 57 0 38 77 6 0 121 0 5 44 18 0 67 0 6 70 8 0 84 329 3:00 PM 0 0 12 6 0 18 0 13 31 2 0 46 0 5 10 8 0 23 0 0 19 2 0 21 108 3:15 PM 0 4 31 9 0 44 0 12 31 2 0 45 0 2 9 8 0 19 0 4 17 2 1 23 131 3:30 PM 0 1 26 8 0 35 0 13 33 0 0 46 0 3 18 5 0 26 0 6 12 2 0 20 127 3:45 PM 0 5 16 11 0 32 0 12 27 4 0 43 0 3 13 4 0 20 0 2 21 3 0 26 121 HourlVTotal 0 10 85 34 0 129 0 50 122 8 0 180 0 13 50 25 0 88 0 12 69 9 1 90 487 Victory Road and Linder Road Meridian Idaho 6 Februarv. 2020 Southbound Westbound Northbound Eastbound Linder Road Victory Road Linder Road Victory Road Vehicle Vehicle Vehicle Vehicle VEHICLE TOTAL Time UTurns Left Turns Straight Right Crosswalk Approach UTurns LeftTurns Straight Right Crosswalk Approach UTurns LeftTurns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:00 PM 0 1 18 9 0 28 0 15 32 1 0 48 0 7 19 3 0 29 0 2 26 2 0 30 135 4:15 PM 0 1 28 7 0 36 0 17 28 4 0 49 0 2 18 8 0 28 0 1 17 4 0 22 135 4:30 PM 0 5 35 8 0 48 0 13 47 3 0 63 0 5 13 5 0 23 0 1 17 5 0 23 157 4:45 PM 0 3 30 9 0 42 0 16 52 0 0 68 0 0 6 10 0 16 0 0 29 4 0 33 159 Hourly Total 0 10 111 33 0 154 0 61 159 8 0 228 0 14 56 26 0 96 0 4 89 15 0 108 586 5:00 PM 0 2 45 7 0 54 0 30 64 4 0 98 0 4 11 4 0 19 0 2 24 6 0 32 203 5:15 PM 0 2 49 7 0 58 0 20 58 3 0 81 0 3 11 5 0 19 0 1 31 7 0 39 197 5:30 PM 0 1 40 4 0 45 0 17 40 3 0 60 0 5 10 4 0 19 0 5 22 5 0 32 156 5:45 PM 0 2 26 6 0 34 0 12 47 2 0 61 0 3 12 4 0 19 0 4 17 3 0 24 138 Hourly Total 0 7 160 24 0 191 0 79 209 12 0 300 0 15 44 17 0 76 0 12 94 21 0 127 694 6:00 PM 0 2 27 6 0 35 0 12 34 1 0 47 0 1 18 3 0 22 0 3 22 5 0 30 134 6:15 PM 0 1 21 4 0 26 0 15 25 3 0 43 0 0 12 6 0 18 0 2 16 3 0 21 108 6:30 PM 0 2 12 3 0 17 0 7 23 1 0 31 0 0 11 2 0 13 0 2 15 4 0 21 82 6:45 PM 0 0 12 2 0 14 0 9 17 2 0 28 0 2 6 6 0 14 0 0 15 0 0 15 71 Hourly Total 0 5 72 15 0 92 0 43 99 7 0 149 0 3 47 17 0 67 0 7 68 12 0 87 395 7:00 PM 0 1 13 4 0 18 0 11 19 0 0 30 0 2 10 4 0 16 0 2 10 1 0 13 77 7:15 PM 0 0 6 1 0 7 0 8 11 0 0 19 0 0 8 4 0 12 0 2 11 1 0 14 52 7:30 PM 0 2 6 1 0 9 0 8 10 2 0 20 0 1 2 3 0 6 0 2 11 0 0 13 48 7:45 PM 0 0 7 1 0 8 0 4 14 2 0 20 0 0 6 3 0 9 0 0 8 0 0 8 45 HourIVTotal 0 3 32 7 0 42 0 31 54 4 0 89 0 3 26 14 0 43 0 6 40 2 0 48 222 8:00 PM 0 0 6 2 0 8 0 5 16 2 0 23 0 1 4 4 0 9 0 1 10 1 0 12 52 8:15 PM 0 0 7 4 0 11 0 8 8 3 0 19 0 1 5 1 0 7 0 0 6 0 0 6 43 8:30 PM 0 0 1 0 0 1 0 5 11 1 0 17 0 0 4 0 0 4 0 1 6 1 0 8 30 8:45 PM 0 0 10 0 0 10 0 7 8 0 0 15 0 1 2 0 0 3 0 0 5 0 0 5 33 Hourly Total 0 0 24 6 0 30 0 25 43 6 0 74 0 3 15 5 0 23 0 2 27 2 0 31 158 9:00 PM 0 0 5 2 0 7 0 3 6 0 0 9 0 0 0 0 0 0 0 1 5 0 0 6 22 9:15 PM 0 0 6 1 0 7 0 2 10 0 0 12 0 0 3 0 0 3 0 0 5 0 0 5 27 9:30 PM 0 0 3 1 0 4 0 0 7 1 0 8 0 1 3 1 0 5 0 2 5 1 0 8 25 9:45 PM 0 0 7 0 0 7 0 1 2 0 0 3 0 0 4 0 0 4 0 0 2 0 0 2 16 Hourly Total 0 0 21 4 0 25 0 6 25 1 0 32 0 1 10 1 0 12 0 3 17 1 0 21 90 10:00 PM 0 0 2 1 0 3 0 2 3 0 0 5 0 1 0 1 0 2 0 1 3 0 0 4 14 10:15 PM 0 0 4 0 0 4 0 3 1 0 0 4 0 0 3 0 0 3 0 1 1 0 0 2 13 10:30 PM 0 0 4 0 0 4 0 2 1 0 0 3 0 0 3 1 0 4 0 0 2 0 0 2 13 10:45 PM 0 0 3 0 0 3 0 1 4 0 0 5 0 0 2 1 0 3 0 0 0 0 0 0 11 Hourly Total 0 0 13 1 0 14 0 8 9 0 0 17 0 1 8 3 0 12 0 2 6 0 0 8 51 11:00 PM 0 0 5 0 0 5 0 2 2 0 0 4 0 0 1 0 0 1 0 0 1 0 0 1 11 11:15 PM 0 0 4 1 0 5 0 2 4 0 0 6 0 0 0 0 0 0 0 0 1 0 0 1 12 11:30 PM 0 0 1 0 0 1 0 1 2 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 5 11:45 PM 0 0 2 0 0 2 0 0 2 0 0 2 0 0 0 0 0 0 0 0 1 0 0 1 5 Hourly Total 0 0 12 1 0 13 0 5 10 0 0 15 0 0 1 0 0 1 0 0 4 0 0 4 33 DAILY TOTAL 0 78 759 195 0 1032 0 503 1296 116 0 1915 0 154 1041 302 0 1497 2 216 1077 117 1 1412 5856 Cars 0 69 754 193 0 1016 0 499 1281 108 0 1888 0 147 1034 298 0 1479 2 213 1050 112 0 1377 5760 Heavy Vehicles 0 9 5 2 0 16 0 4 15 8 0 27 0 7 7 4 0 18 0 3 27 5 1 35 96 Heavy Vehicle% 0.00% 11.54% 0.66% 1.03% 0.00% 1.55% 0.00% 0.80% 1.16% 6.90% 0.00% 1.41% 0.00% 4.55% 0.67% 1.32% 0.00% 1.20% 0.00% 1.39% 2.51% 4.27% 100.00% 2.48% 1.64% Victory Road and Linder Road Meridian Idaho 6 February, 2020 AM Peak Hour Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehlcle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 700 AM 0 1 2 2 0 5 0 0 12 1 0 13 0 6 66 8 0 80 0 10 18 1 0 29 127 7:15 AM 0 4 1 2 0 7 0 1 19 2 0 22 0 7 64 10 0 81 0 11 29 2 0 42 152 730 AM 0 1 12 0 0 13 0 3 16 1 0 20 0 5 69 12 0 86 0 21 50 1 0 72 191 PHF % 0.375 % 9I 0.583 0500 % % 0.750 % 0833 % /I OIHeald 0.819 Vehicle -1. I 0.00 667% 0.00% O.00o 0.00° 28/ 0.00% 0.00%. 0.00% 0.00%. 0.00°00% I 000%0.39 . 2.50% 0.00° O6° 0.00% 0.00%. 3.65% 0.00% .0 000 26° 1.28%° PM Peak Hour Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach U Turns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:30 PM 0 5 35 8 0 48 0 13 47 3 0 63 0 5 13 5 0 23 0 1 17 5 0 23 157 4:45 PM 0 3 30 9 0 42 0 16 52 0 0 68 0 0 6 10 0 16 0 0 29 4 0 33 159 5:00 PM 0 2 45 7 0 54 0 30 64 4 0 98 0 4 11 4 0 19 0 2 24 6 0 32 203 5:15 PM 0 2 49 7 0 58 0 20 58 3 0 81 0 3 11 5 0 19 0 1 31 7 0 39 197 Peak Hour Total 0 12 159 31 0 202 0 79 221 10 0 310 0 12 41 24 0 77 0 4 101 22 0 127 716 PHF 0.000 0.600 0.811 0.861 0.000 0.871 0.000 0.658 0.863 0.625 0.000 0.791 0.000 0.600 0.788 0.600 0.000 0.837 0.000 0.500 0.815 0.786 0.000 0.814 0.882 Heavy Vehicle % 0.000% 0.00% 0.00% 3.230/6 0.00% 0.5% 0.00% 0.00% 0.450/. 0.00% 0.00% 0.31/6 0.00% 0.00% 0.00% 0.00% 0.00% 0.0% 0.00% 0.00% 0.99% 0.00% 0.00% 0.8% 0.42% Total Vehicles On Leg 2405 Vehicles Entering 1032 Intersection Vehicles Exiting 1373 Intersection Southbaund Cars 193 754 69 0 0 Heavy 2 5 9 0 0 Total 195 1 759 1 78 0 0 Cars Heavy Total Vehicles 0 1 1 Entering Total Intersection 2 0 2 Vehicles 1412 'c 'o on Leg 213 3 216 3059 W Vehicles 1050 27 1077 Exiting Intersection 112 5 117 1647 0 4 y V 0 & S JDaily Volumes 0 A ♦ 1 ■ lid Cars 0 0 147 1034 298 Heavy 0 0 7 7 4 Total 0 0 154 1041 302 Northbound Vehicles Entering 1497 Intersection Vehicles Exiting 1379 Intersection Total Vehicles On Leg 2876 Cars Heavy Total Vehicles Entering 108 8 116 m Intersection 1915 Total Vehicles 1281 15 1296 on Leg 3372 499 4 503 n Vehicles Exiting 0 0 0 Intersection 1457 0 0 0 Victory Road and Linder Road Meridian Idaho Thursday, February 6, 2020 AM Peak Hour Linder Road Victory Road Linder Road Victory Road Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 7:00 AM 0 1 2 2 0 5 0 0 12 1 0 13 0 6 66 8 0 80 0 10 18 1 0 29 127 7:15 AM 0 4 1 2 0 7 0 1 19 2 0 22 0 7 64 10 0 81 0 11 29 2 0 42 152 7:30 AM 0 1 12 0 0 13 0 3 16 1 0 20 0 5 69 12 0 86 0 21 50 1 0 72 191 7:45 AM 1 0 0 6 5 0 11 1 0 3 16 0 0 19 0 9 57 10 0 76 0 9 40 1 0 50 156 Peak Hour Total 0 6 21 9 0 36 0 7 63 4 0 74 0 27 256 40 0 323 0 51 137 5 0 193 626 PHF 0.000 0.375 0.438 0.450 0.000 0.692 0.000 0.583 0.829 0.500 0.000 0.841 0.000 0.750 0.928 0.833 0.000 0.939 0.000 0.607 0.685 0.625 0.000 0.670 0.819 Heavy Vehicle % 1 0.00% 16.67% 0.00% 0.00% 0.00% 2.78% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.39% 2.50% 0.00% 0.62% 0.00% 0.00% 3.65% 0.00% 0.00% 2.59% 1.3% Total Vehicles On Leg 347 Vehicles Entering 36 Intersection Vehicles Bating 311 Intersection Southbound Cars 9 21 5 0 0 Heavy 0 0 1 0 0 Total 1 9 1 21 1 6 0 1 0 Cars Heavy Total Vehicles 0 0 0 Entering Total Intersection 0 0 0 Vehicles 193 'c 'o on Leg 51 0 51 292 Vehicles W 132 5 137 Exiting Intersection 5 0 5 99 4 4 4 V 0 S JAM Peak Hour Volumes 0 A 41 t Cars 0 0 27 255 39 Heavy 0 0 0 1 1 Total 0 0 27 256 1 40 Northbound Vehicles Entering 323 Intersection Vehicles Exiting 33 Intersection Total Vehicles On Leg 356 Cars Heavy Total Vehicles Entering 4 0 4 Intersection 74 Total Vehicles 63 0 63 o on Leg 257 7 0 7 n Vehicles Exiting 0 0 0 Intersection 183 0 0 0 Victory Road and Linder Road Meridian Idaho Thursday, February 6, 2020 PM Peak Hour Linder Road Victory Road Linder Road Victory Road Southbound Westbound Northbound Eastbound Vehicle Vehicle Vehicle Vehicle VEHICLE Time UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach UTurns Left Turns Straight Right Crosswalk Approach TOTAL Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total Through Turns Crossings Total 4:30 PM 0 5 35 8 0 48 0 13 47 3 0 63 0 5 13 5 0 23 0 1 17 5 0 23 157 7:15 AM 0 3 30 9 0 42 0 16 52 0 0 68 0 0 6 10 0 16 0 0 29 4 0 33 159 7:30 AM 0 2 45 7 0 54 0 30 64 4 0 98 0 4 11 4 0 19 0 2 24 6 0 32 203 7:45 AM 1 0 2 49 7 0 58 1 0 20 58 3 0 81 0 3 11 5 0 19 0 1 31 7 0 39 197 Peak Hour Total 0 12 159 31 0 202 0 79 221 10 0 310 0 12 41 24 0 77 0 4 101 22 0 127 716 PHF 0.000 0.600 0.811 0.861 0.000 0.871 0.000 0.658 0.863 0.625 0.000 0.791 0.000 0.600 0.788 0.600 0.000 0.837 0.000 0.500 0.815 0.786 0.000 0.814 0.882 Heavy Vehicle % 1 0.00% 0.00% 0.00% 3.23% 0.00% 0.50% 0.00% 0.00% 0.45% 0.00% 0.00% 0.32% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.99% 0.00% 0.00% 0.79% 0.4% Total Vehicles On Leg 257 Vehicles Entering 202 Intersection Vehicles Exiting 55 Intersection Southbound Cars 30 159 12 0 0 Heavy 1 0 0 0 1 0 Total 31 159 1 12 0 1 0 Cars Heavy Total Vehicles 0 0 0 Entering Total Intersection 0 0 0 Vehicles 127 1. on Leg 4 0 4 391 Vehicles ul 100 1 101 Exiting Intersection 22 0 22 264 4 4 4 V 0 S JPM Peak Hour Volumes 0 A 41 t Cars 0 0 12 41 24 Heavy 0 0 0 0 0 Total 0 0 12 41 1 24 Northbound Vehicles Entering 77 Intersection Vehicles Exiting 260 Intersection Total Vehicles On Leg 337 Cars Heavy Total Vehicles Entering 10 0 10 m Intersection 310 Total Vehicles 220 1 221 o on Leg 447 79 0 79 n Vehicles Exiting 0 0 0 Intersection 137 0 0 0 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 431-2993 Study: CR0014 Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized File Name : Meridian Rd & Victory Rd Site Code : 00000000 Start Date : 3/27/2019 Page No : 1 Groups Printed- General Traffic Meridian Road Victory Road Meridian Road Victory Road Start Time Ri g ht Thru Left Peds a rota, °P Right Ri g Thru Left Peds aPP roa Right ThfU Left Peds aPP. rt., Right Thru Left Peds aa.romi Int. Total 07:00 AM 4 84 15 0 103 37 2 3 0 42 15 265 8 0 288 5 18 12 0 35 468 07:15 AM 9 97 14 0 120 33 12 4 0 49 14 241 14 0 269 6 24 17 0 47 485 07:30 AM 11 113 24 0 148 27 1 8 0 36 20 255 6 0 281 7 17 21 0 45 510 07:45 AM 9 112 22 0 143 32 11 5 0 48 19 283 11 0 313 5 21 20 0 46 550 Total 33 406 75 0 514 129 26 20 0 175 68 1044 39 0 1151 23 80 70 0 173 2013 08:00 AM 10 117 22 0 149 18 5 11 0 34 10 187 6 0 203 9 21 18 0 48 434 08:15 AM 7 121 21 0 149 17 15 9 0 41 13 233 2 0 248 4 20 20 0 44 482 08:30 AM 13 119 21 1 154 19 14 11 0 44 18 246 5 0 269 4 18 9 0 31 498 08:45 AM 5 116 22 0 143 26 10 8 0 44 12 246 5 0 263 3 21 16 0 40 490 Total 35 473 86 1 595 80 44 39 0 163 53 912 18 0 983 20 80 63 0 163 1904 04:00 PM 04:15 PM 04:30 PM 04:45 PM 17 13 9 14 356 409 347 367 64 48 63 50 0 0 0 0 437 470 419 431 23 26 20 17 29 31 21 34 16 14 17 22 0 0 0 0 68 71 58 73 9 9 8 4 239 234 189 228 8 10 6 10 0 0 0 0 256 253 203 242 13 12 9 10 24 25 24 17 18 18 14 8 0 0 0 0 55 55 47 35 816 849 727 781 Total 53 1479 225 0 1757 86 115 69 0 270 30 890 34 0 954 44 90 58 0 192 3173 05:00 PM 13 319 40 0 372 34 26 29 0 89 8 184 6 0 198 13 21 20 0 54 713 05:15 PM 12 277 50 0 339 29 25 16 0 70 12 167 9 0 188 13 15 13 1 42 639 05:30 PM 11 308 50 0 369 23 12 13 0 48 9 197 6 0 212 9 13 10 0 32 661 05:45 PM 4 253 34 0 291 26 7 6 0 39 10 174 10 0 194 8 12 9 0 29 553 Total 40 1157 174 0 1371 112 70 64 0 246 39 722 31 0 792 43 61 52 1 157 2566 Grand Total 1 161 3515 560 1 4237 1 407 255 192 0 854 190 3568 122 0 3880 130 311 243 1 685 9656 Apprch % 3.8 83 13.2 0 47.7 29.9 22.5 0 4.9 92 3.1 0 19 45.4 35.5 0.1 Total % 1.7 36.4 5.8 0 43.9 4.2 2.6 2 0 8.8 2 37 1.3 0 40.2 1.3 3.2 2.5 0 7.1 L2 Data Collection L2DataCol lection.com Idaho (208) 860-7554 Utah (801) 431-2993 Study: CR0014 Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized File Name : Meridian Rd & Victory Rd Site Code : 00000000 Start Date : 3/27/2019 Page No : 2 Meridian Road Out In Total 4218 L4P71 1 8455 1611 35151 560 1 Right Thru Left Peds N ~ N NJ J (Q A CD 4 C v _ �2 North 1 < In Q C c) H N C U C) O 3/27/2019 07:00 AM 3 z 3/27/2019 05:45 PM �� N a o N General Traffic Cl o O ( m m a No F+ Left Thru Ri ht Peds 122 3568 1901 0 3837 3880 7717 Out In Total L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 431-2993 Study: CR0014 File Name : Meridian Rd & Victory Rd Intersection: Meridian Rd / Victory Rd Site Code : 00000000 City, State: Meridian, Idaho Start Date : 3/27/2019 Control: Signalized Page No : 3 Meridian Road Victory Road Meridian Road Victory Road From North From East From South From West Start Right Thru Left Peds App.Total Right Thru Left Peds App.Toa Right Thru Left Peds App.Totai Ri ht Thru Left Peds Time a App. Total mt. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hnur for Fntire Intersection Resins at 07-00 AM 07:00 AM 1 4 84 15 0 103 37 2 3 0 42 15 265 8 0 288 5 18 12 0 35 468 07:15 AM 9 97 14 0 120 33 12 4 0 49 14 241 14 0 269 6 24 17 0 47 485 07:30 AM 11 113 24 0 148 27 1 8 0 36 20 255 6 0 281 7 17 21 0 45 510 07:45 AM 9 112 22 0 143 32 11 5 0 48 19 283 11 0 313 5 21 20 0 46 550 Total Volume 33 406 75 0 514 129 26 20 0 175 68 1044 39 0 1151 23 80 70 0 173 2013 App. Total 6.4 79 14.6 0 73.7 14.9 11.4 0 5.9 90.7 3.4 0 13.3 46.2 40.5 0 PHF .750 .898 .781 .000 .868 .872 .542 .625 .000 .893 .850 .922 .696 .000 .919 .821 .833 .833 .000 .920 .915 Meridian Road Out In Total 12431 1 1757 331 4061 75 0 Right Thu Left Peds Peak Hour Data NO v o 3 00 North w G p CO Q F— C O o — Peak Hour Begins at 07:00 A z j O M N 'L� tr General Traffic r �x o cn o Q Oto a m a mo w— +-i T F+ Left Thru Ri ht Peds 39 1044 681 0 449 1151 F 1600 Out In Total L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 431-2993 Study: CR0014 File Name : Meridian Rd & Victory Rd Intersection: Meridian Rd / Victory Rd Site Code : 00000000 City, State: Meridian, Idaho Start Date : 3/27/2019 Control: Signalized Page No : 4 Meridian Road Victory Road Meridian Road Victory Road Start Time Right Thru Left Peds App.Torel Right Thru Left Peds App. Tora� Right Thru Left Peds App_Totai Right Thru Left Peds App. Torsi lot. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM +0 mins. 9 112 22 0 143 07:00 AM 37 2 3 0 42 07:00 AM 15 265 8 0 288 07:15 AM 6 24 17 0 47 +15 mins. 10 117 22 0 149 33 12 4 0 49 14 241 14 0 269 7 17 21 0 45 +30 mins. 7 121 21 0 149 27 1 8 0 36 20 255 6 0 281 5 21 20 0 46 +45 mins. 13 119 21 1 154 32 11 5 0 48 19 283 11 0 313 9 21 18 0 48 Total Volume 39 469 86 1 595 129 26 20 0 175 68 1044 39 0 1151 27 83 76 0 186 % ADD. Total 6.6 78.8 14.5 0.2 73.7 14.9 11.4 0 5.9 90.7 3.4 0 14.5 44.6 40.9 0 Meridian Road In - Peak Hour: 07:45 AM 595 391 469 86 1 Right Thu Left Peds Peak Hour DataCID Q 1 ) 1 = N v l.. Cl)North C CaO : j F C 2 0 Q �_ General Traffic c z Q Y co t\l Low, r �xo cn " o >a oa c o N o D a m 0 Left Thru Ri ht Peds 39 1044 681 0 1151 In - Peak Hour: 07:00 AM L2 Data Collection L2DataCol lection.com Idaho (208) 860-7554 Utah (801) 431-2993 Study: CR0014 Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized Meridian Road File Name : Meridian Rd & Victory Rd Site Code : 00000000 Start Date : 3/27/2019 Page No : 5 Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 17 356 64 0 437 23 29 16 0 68 9 239 8 0 256 13 24 18 0 55 816 04:15 PM 13 409 48 0 470 26 31 14 0 71 9 234 10 0 253 12 25 18 0 55 849 04:30 PM 9 347 63 0 4191 20 21 17 0 58 8 189 6 0 203 9 24 14 0 47 727 04:45 PM 14 367 50 0 431 1 17 34 22 0 73 4 228 10 0 242 10 17 8 0 35 781 Total Volume 1 53 1479 225 0 17571 86 115 69 0 270 30 890 34 0 954 44 90 58 0 192 3173 Meridian Road Out In Total 1034 7571 1 2791 531 14791 225 0 Right Thru Left Peds Peak Hour Data -al 00 LO N J 0) CO o v o L OL� North CJ p N �� n a, a y Peak Hour Begins at 04:00 P ro 3 z o j N vL tr + General Traffic r 0 Q 0 O o rno F+ Left Thru Ri ht Peds 34 890 301 0 1592 954 F2546 Out In Total L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 431-2993 Study: CR0014 Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized File Name : Meridian Rd & Victory Rd Site Code : 00000000 Start Date : 3/27/2019 Page No : 6 Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:15 PM 04:00 PM 04:00 PM +0 mins. 17 356 64 0 437 26 31 14 0 71 9 239 8 0 256 13 24 18 0 55 +15 mins. 13 409 48 0 470 20 21 17 0 58 9 234 10 0 253 12 25 18 0 55 +30 mins. 9 347 63 0 419 17 34 22 0 73 8 189 6 0 203 9 24 14 0 47 +45 mins. 14 367 50 0 431 34 26 29 0 89 4 228 10 0 242 10 17 8 0 35 Total volume 53 1479 225 0 1757 97 112 82 0 291 30 890 34 0 954 44 90 58 0 192 % Ann. Total 3 84.2 12.8 0 33.3 38.5 28.2 0 3.1 93.3 3.6 0 22.9 46.9 30.2 0 Meridian Road In - Peak Hour: 04:00 PM 1757 531 1479 225 0 Right Thu Left Peds Peak Hour Data a 00 LO ) S 3 North �4 m 0 < Co 0 Q � F C N C) V— General Traffico -40 vL o A_a d�xN c o w v m v a m 0 I Left Thru Ri ht Peds 34 890 301 0 954 In - Peak Hour: 04:00 PM Study: CR0014 Intersection: Meridian Rd / Victory Rd City, State: Meridian, Idaho Control: Signalized L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 431-2993 Image 1 File Name : Meridian Rd & Victory Rd Site Code : 00000000 Start Date : 3/27/2019 Page No : 7 L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 Study: CR0025 File Name : Meridian Rd & Amity Rd Intersection: Meridian Road / Amity Road Site Code : 00000000 City, State: Meridian, Idaho Start Date : 6/4/2019 Control: Signalized Page No : 1 Groups Printed- General Traffic Meridian Road Amity Road Meridian Road Amity Road Start Time Ri g ht Thru Left Peds a rota, °P Right Ri g Thru Left Peds Aaa-roa Right ThfU Left Peds aPP. rt., Right Thru Left Peds aa.romi Int. Total 07:00 AM 6 104 9 0 119 28 16 5 0 49 29 316 1 0 346 6 34 19 0 59 573 07:15 AM 4 110 11 0 125 26 17 3 2 48 34 405 2 0 441 10 49 18 0 77 691 07:30 AM 6 130 11 0 147 30 31 11 0 72 18 315 3 0 336 5 76 17 0 98 653 07:45 AM 4 20 137 481 17 48 0 0 158 549 17 26 10 0 53 24 279 0 0 303 11 42 17 0 70 584 2501 Total 101 90 29 2 222 105 1315 6 0 1426 32 201 71 0 304 08:00 AM 10 128 24 0 162 33 30 7 1 71 21 284 5 0 310 5 56 17 0 78 621 08:15 AM 4 98 8 0 110 25 12 4 0 41 11 233 2 0 246 3 24 7 0 34 431 08:30 AM 5 111 16 0 132 32 17 6 0 55 14 297 2 0 313 3 54 13 0 70 570 08:45 AM 3 85 13 0 101 21 13 5 1 40 15 229 4 0 248 8 34 10 0 52 441 Total 22 422 61 0 505 111 72 22 2 207 61 1043 13 0 1117 19 168 47 0 234 2063 04:00 PM 04:15 PM 04:30 PM 04:45 PM 9 23 16 16 293 360 330 342 30 25 27 22 0 0 0 0 332 408 373 380 19 18 18 21 46 63 52 56 18 22 15 19 0 0 0 0 83 103 85 96 8 10 13 12 172 203 209 229 3 5 7 9 0 0 0 0 183 218 229 250 5 4 3 4 28 34 26 25 10 12 13 10 0 0 0 0 43 50 42 39 641 779 729 765 Total, 64 1325 104 0 1493 76 217 74 0 367 43 813 24 0 880 16 113 45 0 174 2914 05:00 PM 23 396 37 0 456 19 54 23 0 96 10 216 9 0 235 4 19 13 0 36 823 05:15 PM 22 354 27 0 403 16 64 30 0 110 10 184 4 0 198 4 38 15 0 57 768 05:30 PM 24 388 34 0 446 19 76 17 0 112 17 205 6 0 228 7 28 9 0 44 830 05:45 PM 25 345 26 0 396 15 50 17 0 82 7 218 5 0 230 12 33 11 0 56 764 Total 94 1483 124 0 1701 69 244 87 0 400 44 823 24 0 891 27 118 48 0 193 3185 Grand Total 1200 3711 337 0 4248 357 623 212 4 1196 253 3994 67 0 4314, 94 600 211 0 905 10663 Apprch % 1 4.7 87.4 7.9 0 29.8 52.1 17.7 0.3 5.9 92.6 1.6 0 10.4 66.3 23.3 0 Total % 1.9 34.8 3.2 0 39.8 3.3 5.8 2 0 11.2 2.4 37.5 0.6 0 40.5 0.9 5.6 2 0 8.5 L2 Data Collection L2DataCol lection.com Idaho (208) 860-7554 Utah (801) 413-2993 Study: CR0025 Intersection: Meridian Road / Amity Road City, State: Meridian, Idaho Control: Signalized File Name : Meridian Rd & Amity Rd Site Code : 00000000 Start Date : 6/4/2019 Page No : 2 Meridian Road Out In Total 4562 4248 1 8810 2001 37111 337 0 Right Thru Left Peds -,FLo I� F N N J —j CO '— (Q' C V vo O p o 2 SL� North ~�N D C H 6/4/2019 07:00 AM C 3 A 6/4/2019 05:45 PM m r) rn Q E N Q oo w General Traffic ko faA F+ Left Thru Ri ht Peds 67 3994 2531 0 4017 4314 8331 Out In Total L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 Study: CR0025 File Name : Meridian Rd & Amity Rd Intersection: Meridian Road / Amity Road Site Code : 00000000 City, State: Meridian, Idaho Start Date : 6/4/2019 Control: Signalized Page No : 3 Meridian Road Amity Road Meridian Road Amity Road From North From East From South From West Start Right Thru Left Peds App.Total Right Thru Left Peds App.Toa Right Thru Left Peds App,,o , Ri ht Thru Left Peds Time g App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hnur for Fntire Intersection Resins at 07-15 AM 07:15 AM 1 4 110 11 0 125 26 17 3 2 48 34 405 2 0 441 10 49 18 0 77 691 07:30 AM 6 130 11 0 147 30 31 11 0 72 18 315 3 0 336 5 76 17 0 98 653 07:45 AM 4 137 17 0 158 17 26 10 0 53 24 279 0 0 303 11 42 17 0 70 584 08:00 AM 10 128 24 0 162 33 30 7 1 71 21 284 5 0 310 5 56 17 0 78 621 Total Volume 24 505 63 0 592 106 104 31 3 244 97 1283 10 0 1390 31 223 69 0 323 2549 App. Total 4.1 85.3 10.6 0 43.4 42.6 12.7 1.2 7 92.3 0.7 0 9.6 69 21.4 0 PHF .600 .922 .656 .000 .914 .803 .839 .705 .375 .847 .713 .792 .500 .000 .788 .705 .734 .958 .000 .824 .922 Meridian Road Out In Total 14581 1 2050 241 5051 63 0 Right Thu Left Peds Peak Hour Data A, O v N 2 North w D O N nl L� ♦— C — — M Peak Hour Begins at 07:15 A a a tr General Traffic �x 0 o O1 O O N N Ll y (a1 v +-i T F+ Left Thru Ri ht Peds 10 1283 971 0 567 1390 F 1957 Out In Total L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 Study: CR0025 File Name : Meridian Rd & Amity Rd Intersection: Meridian Road / Amity Road Site Code : 00000000 City, State: Meridian, Idaho Start Date : 6/4/2019 Control: Signalized Page No : 4 Meridian Road Amity Road Meridian Road Amity Road From North From East From South From West Start Right Thru Left Peds ppp. Total Right Thru Left Peds ppp_rorat Right Thru Left Peds ppp_rorai Right Thru Left Peds ppp. rorat Int. Total Time Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Perak Hnur fnr Farh Anmmnrh Ranins at 07:15 AM 07:15 AM 07:00 AM 07:15 AM +0 mins. 4 110 11 0 125 26 17 3 2 48 29 316 1 0 346 10 49 18 0 77 +15 mins. 6 130 11 0 147 30 31 11 0 72 34 405 2 0 441 5 76 17 0 98 +30 mins. 4 137 17 0 158 17 26 10 0 53 18 315 3 0 336 11 42 17 0 70 +45 mins. 10 128 24 0 162 33 30 7 1 71 24 279 0 0 303 5 56 17 0 78 Total Volume 24 505 63 0 592 106 104 31 3 244 105 1315 6 0 1426 31 223 69 0 323 % App. Total 4.1 85.3 10.6 0 43.4 42.6 12.7 1.2 7.4 92.2 0.4 0 9.6 69 21.4 0 PHF .600 .922 .656 .000 .914 1 .803 .839 .705 .375 .847 1 .772 .812 .500 .000 .808 1 .705 .734 .958 .000 .824 Meridian Road In - Peak Hour: 07:15 AM 592 241 505 63 0 Right Thu Left Peds Peak Hour Data a `o) ? o a ^ CO o Cl) 2 North o, -1 4--= � CD � D > M ~ C A 0 >,_ _ General Traffic N a A E O1� N A 0M a c o m cn > a m c Left Thru Ri ht Peds 6 1315 1051 0 1426 In - Peak Hour: 07:00 AM L2 Data Collection L2DataCol lection.com Idaho (208) 860-7554 Utah (801) 413-2993 Study: CR0025 Intersection: Meridian Road / Amity Road City, State: Meridian, Idaho Control: Signalized Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 04:45 PM File Name : Meridian Rd & Amity Rd Site Code : 00000000 Start Date : 6/4/2019 Page No : 5 04:45, PM 1 16 342 22 0 380 21 56 19 0 96 12 229 9 0 250 4 25 10 0 39 765 05:00 PM 23 396 37 0 456 19 54 23 0 96 10 216 9 0 235 4 19 13 0 36 823 05:15 PM 22 354 27 0 403 16 64 30 0 110 10 184 4 0 198 4 38 15 0 57 768 05:30 PM 24 388 34 0 446 19 76 17 0 112 17 205 6 0 228 7 28 9 0 44 830 Total Volume 85 1480 120 0 1685 75 250 89 0 414 49 834 28 0 911 19 110 47 0 176 3186 App. Total 5 87.8 7.1 0 18.1 60.4 21.5 0 5.4 91.5 3.1 0 10.8 62.5 26.7 0 PHF 1 .885 .934 .811 .000 .924 .893 .822 .742 .000 .924 .721 .910 .778 .000 .911 .679 .724 .783 .000 .772 .960 Meridian Road Out In Total 956 16851 2641 851 14801 120 0 Right Thu Left Peds Peak Hour Data YOM V� J ♦ 1 `tom^ -4 V O a o_ North m D 0 o L� F- �i CNl1 C C Peak Hour Begins at 04:45 P O A E �,., 'L y General Traffic �x � A 0 o 01 O Q RE d q O T Left Thru Ri ht Peds 28 834 491 0 1588 7j111 F24979 Out In Total L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 Study: CR0025 Intersection: Meridian Road / Amity Road City, State: Meridian, Idaho Control: Signalized Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Perak Hni it fnr Farh Annrnach Ranins at• File Name : Meridian Rd & Amity Rd Site Code : 00000000 Start Date : 6/4/2019 Page No : 6 05:00 PM 04:45 PM 04:15 PM 05:00 PM +0 mins. 23 396 37 0 456 21 56 19 0 96 10 203 5 0 218 4 19 13 0 36 +15 mins. 22 354 27 0 403 19 54 23 0 96 13 209 7 0 229 4 38 15 0 57 +30 mins. 24 388 34 0 446 16 64 30 0 110 12 229 9 0 250 7 28 9 0 44 +45 mins. 25 345 26 0 396 19 76 17 0 112 10 216 9 0 235 12 33 11 0 56 Total volume 94 1483 124 0 1701 75 250 89 0 414 45 857 30 0 932 27 118 48 0 193 App. Total 5.5 87.2 7.3 0 18.1 60.4 21.5 0 4.8 92 3.2 0 14 61.1 24.9 0 PHF .940 .936 .838 .000 .933 1 .893 .822 .742 .000 .924 1 .865 .936 .833 .000 .932 1 .563 .776 .800 .000 .846 Meridian Road In - Peak Hour: 05:00 PM 1701 941 1483 124 0 Right Thu Left Peds Peak Hour Data 00 1 a J -4 to Co North - cn m �D OZ _ L General Traffic E Y Q d N LL N �x(p A O 0 Ao_ c O m Ut a m 0 Left Thru Ri ht Peds 30 857 451 0 932 In - Peak Hour: 04:15 PM L2 Data Collection L2DataCollection.com Idaho (208) 860-7554 Utah (801) 413-2993 Study: CR0025 Intersection: Meridian Road / Amity Road City, State: Meridian, Idaho Control: Signalized Image 1 File Name : Meridian Rd & Amity Rd Site Code : 00000000 Start Date : 6/4/2019 Page No : 7 - jo ip�r*# y t American Fork Drive & Linder Road Meridian Idaho Tuesday. February 4. 2020 Southbound Westbound Northbound Eastbound Linder Road Kodiak Drive Linder Road American Fork Drive Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ TOTAL Time U Turns Left Turns Through Turns Bicycles U Turns Lek Turns Through Turns Bicycles U Turns Lek Turns Through Turns Bicycles U Turns Lek Turns Through Turns Bicycles 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:15AM 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 2 12:30 AM 0 0 1 0 0 0 0 0 1 0 0 0 2 0 0 0 0 0 0 0 4 12:45 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Hourly Total 0 1 4 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 9 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:15AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 3 Hourly Total 0 0 1 1 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 6 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15AM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 4 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 5 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15AM 0 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 3 4:30 AM 0 0 0 0 0 0 0 0 1 0 0 0 2 0 0 0 1 0 0 0 4 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 5 Hourly Total 0 0 1 0 0 0 0 1 1 0 0 0 8 0 0 0 1 0 0 0 12 5:00 AM 0 1 2 0 0 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 9 5:15AM 0 0 1 0 0 0 1 0 1 0 0 0 2 0 0 0 1 0 0 0 6 5:30 AM 0 0 1 1 0 0 0 0 2 0 0 0 10 1 0 0 1 0 0 0 16 5:45 AM 0 1 2 0 0 0 0 0 0 0 0 0 9 1 0 0 1 0 0 0 14 Hourly Total 0 2 6 1 0 0 1 0 6 0 0 0 23 2 0 0 4 0 0 0 45 6:00 AM 0 0 7 0 0 0 1 0 3 0 0 1 13 0 0 0 2 0 0 0 27 6:15 AM 0 1 2 1 0 0 0 0 2 0 0 1 19 1 0 0 2 1 0 2 30 6:30 AM 0 0 1 2 0 0 1 1 8 0 0 0 35 0 0 0 9 0 1 0 58 6:45 AM 0 2 3 1 1 0 3 1 7 1 0 6 53 2 1 0 10 1 1 0 90 Hourly Total 0 3 13 4 1 0 5 2 20 1 0 8 120 3 1 0 23 2 2 2 205 7:00 AM 0 4 4 1 0 0 3 1 13 0 0 0 66 0 2 1 6 0 0 0 99 7:15 AM 0 4 4 1 0 0 2 0 19 0 0 0 89 4 0 0 9 0 1 0 133 7:30 AM 0 7 8 1 0 0 1 2 18 0 0 1 91 6 0 0 9 1 0 0 145 7:45 AM 0 13 9 2 0 0 5 0 15 0 0 0 81 6 1 0 6 2 0 0 139 Hourly Total 0 28 25 5 0 0 11 3 65 0 0 1 327 16 3 1 30 3 1 0 516 American Fork Drive & Linder Road Meridian Idaho Tuesday. February 4. 2020 Southbound Westbound Northbound Eastbound Linder Road Kodiak Drive Linder Road American Fork Drive Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ TOTAL Time UTurns Left Turns Through Turns Bicycles UTurns Lek Turns Through Turns Bicycles UTurns Lek Turns Through Turns Bicycles UTurns Left Turns Through Turns Bicycles 8:00 AM 0 13 6 2 0 0 5 0 32 0 0 1 49 11 0 0 4 3 0 0 126 8:15 AM 0 9 5 2 0 0 9 0 23 0 0 1 26 2 1 0 7 0 2 0 86 8:30 AM 0 6 3 1 1 0 5 1 9 0 0 1 27 3 0 0 0 0 1 0 57 8:45 AM 0 5 2 2 0 0 4 0 7 0 0 2 22 6 0 0 5 1 2 0 58 Hourly Total 0 33 16 7 1 0 23 1 71 0 0 5 124 22 1 0 16 4 5 0 327 9:00 AM 0 11 3 1 0 0 1 1 8 0 0 2 13 2 0 0 5 0 1 0 48 9:15AM 0 4 6 0 0 0 1 0 3 0 0 1 19 4 0 0 6 0 0 0 44 9:30 AM 0 4 5 4 0 0 0 1 6 0 0 2 14 1 0 0 1 1 2 0 41 9:45 AM 0 4 5 1 0 0 1 0 9 0 0 1 13 1 0 0 4 1 1 0 41 Hourly Total 0 23 19 6 0 0 3 2 26 0 0 6 59 8 0 0 16 2 4 0 174 10:00 AM 0 1 9 1 0 0 0 0 2 0 0 1 16 2 0 0 5 0 1 0 38 10:15AM 0 1 11 1 0 0 3 1 7 0 0 1 13 1 0 0 3 1 1 0 44 10:30 AM 0 5 7 1 0 0 4 0 2 0 0 2 15 0 0 0 3 0 4 0 43 10:45 AM 0 5 3 1 0 0 2 0 1 0 0 0 22 2 0 0 2 0 1 0 39 Hourly Total 0 12 30 4 0 0 9 1 12 0 0 4 66 5 0 0 13 1 7 0 164 11:00 AM 0 6 5 1 0 0 0 0 10 0 0 3 14 0 0 0 2 1 0 0 42 11:15AM 0 2 8 0 0 0 0 0 9 1 0 1 16 1 0 0 4 0 0 0 41 11:30 AM 0 5 6 2 0 0 1 1 2 1 0 2 19 2 0 0 2 1 0 0 43 11:45 AM 0 4 11 4 0 0 2 2 5 1 0 0 17 0 0 0 6 3 2 0 56 Hourly Total 0 17 30 7 0 0 3 3 26 3 0 6 66 3 0 0 14 5 2 0 182 12:00 PM 0 5 9 0 0 0 2 2 7 0 0 2 12 2 0 0 3 2 0 1 46 12:15PM 0 11 7 6 0 0 1 2 7 0 0 1 18 1 0 0 5 1 0 0 60 12:30 PM 0 8 15 4 0 0 3 1 6 0 0 1 20 2 0 0 7 1 1 0 69 12:45 PM 0 8 15 5 0 0 2 0 2 0 0 1 10 3 0 0 5 0 0 0 51 Hourly Total 0 32 46 15 0 0 8 5 22 0 0 5 60 8 0 0 20 4 1 1 226 1:00 PM 0 7 10 3 0 0 0 3 9 0 0 0 15 4 0 0 3 0 0 0 54 1:15 PM 0 4 10 4 0 0 0 0 2 0 0 1 11 0 0 0 2 1 2 0 37 1:30 PM 0 5 11 3 0 0 3 1 9 0 0 0 13 1 0 0 3 1 2 0 52 1:45 PM 1 6 9 2 0 0 4 0 3 0 0 0 13 0 0 0 1 0 1 0 40 Hourly Total 1 22 40 12 0 0 7 4 23 0 0 1 52 5 0 0 9 2 5 0 183 2:00 PM 0 4 14 0 0 0 1 1 5 0 0 0 11 1 0 0 0 0 1 0 38 2:15PM 0 5 10 3 0 0 1 0 8 0 0 0 14 1 0 0 0 0 0 0 42 2:30 PM 0 3 13 3 0 0 2 0 9 0 0 1 15 0 0 0 4 1 0 0 51 2:45 PM 0 15 21 5 0 0 0 0 3 0 0 0 14 3 0 0 1 0 1 0 63 Hourly Total 0 27 58 11 0 0 4 1 25 0 0 1 54 5 0 0 5 1 2 0 194 3:00 PM 0 22 18 5 0 0 2 0 8 0 0 1 18 6 1 0 5 1 1 0 87 3:15 PM 0 10 19 4 0 0 22 2 29 0 0 0 14 5 6 0 1 1 0 0 107 3:30 PM 0 6 37 8 0 0 4 0 9 0 0 0 10 4 0 0 3 0 5 0 86 3:45 PM 0 6 31 4 0 0 2 3 7 0 0 0 17 0 3 0 4 0 1 0 75 Hourly Total 0 44 105 21 0 0 30 5 53 0 0 1 59 15 10 0 13 2 7 0 355 American Fork Drive & Linder Road Meridian Idaho Tuesday. February 4. 2020 Southbound Westbound Northbound Eastbound Linder Road Kodiak Drive Linder Road American Fork Drive Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ TOTAL Time U Turns Left Turns Through Turns Bicycles U Turns Lek Turns Through Turns Bicycles U Turns Lek Turns Through Turns Bicycles U Turns Left Turns Through Turns Bicycles 4:00 PM 0 8 26 5 0 0 1 1 13 0 0 1 12 1 0 0 2 2 4 0 76 4:15 PM 0 8 27 4 0 0 5 0 9 0 0 3 18 2 0 0 5 1 1 0 83 4:30 PM 0 12 38 3 0 0 2 0 10 0 0 1 14 2 0 0 6 0 2 0 90 4:45 PM 0 9 33 7 0 0 4 0 5 1 0 0 10 3 0 0 5 1 0 0 77 Hourly Total 0 37 124 19 0 0 12 1 37 1 0 5 54 8 0 0 18 4 7 0 326 5:00 PM 0 9 50 6 0 0 5 2 8 0 0 0 13 3 0 0 4 1 0 0 101 5:15 PM 0 8 59 2 0 0 2 2 7 0 0 1 21 1 0 0 2 1 1 0 107 5:30 PM 0 4 66 6 0 0 3 1 8 0 0 0 6 1 0 0 2 0 0 0 97 5:45 PM 0 7 49 9 0 0 6 3 14 0 0 0 13 2 0 0 5 0 1 0 109 Hourly Total 0 28 224 23 0 0 16 8 37 0 0 1 53 7 0 0 13 2 2 0 414 6:00 PM 0 14 28 8 0 0 3 1 9 0 0 0 19 4 0 0 3 0 3 0 92 6:15PM 0 7 24 8 0 0 1 0 9 0 0 0 17 1 0 0 2 0 2 0 71 6:30 PM 0 2 17 2 0 0 2 0 7 0 0 1 12 3 0 0 3 1 1 0 51 6:45 PM 0 8 12 4 0 0 1 2 3 0 0 1 7 2 0 0 0 0 0 0 40 Hourly Total 0 31 81 22 0 0 7 3 28 0 0 2 55 10 0 0 8 1 6 0 254 7:00 PM 0 4 22 3 0 0 0 0 3 0 0 1 8 0 0 0 3 0 0 0 44 7:15PM 0 9 10 7 0 0 0 1 9 0 0 0 5 0 0 0 1 0 1 0 43 7:30 PM 0 5 13 6 0 0 3 0 1 0 0 0 9 0 0 0 2 0 0 0 39 7:45 PM 0 6 19 3 0 0 1 1 8 0 0 1 1 0 0 0 3 0 0 0 43 Hourly Total 0 24 64 19 0 0 4 2 21 0 0 2 23 0 0 0 9 0 1 0 169 8:00 PM 0 7 7 4 0 0 0 0 2 0 0 1 6 1 0 0 0 0 1 0 29 8:15PM 0 4 9 2 0 0 1 0 0 0 0 0 4 2 0 0 0 0 1 0 23 8:30 PM 0 7 9 1 0 0 1 1 3 0 0 0 5 1 0 0 2 0 0 0 30 8:45 PM 0 0 6 3 0 0 4 0 1 0 0 1 5 1 0 0 2 0 0 0 23 Hourly Total 0 18 31 10 0 0 6 1 6 0 0 2 20 5 0 0 4 0 2 0 105 9:00 PM 0 3 7 5 0 0 1 0 3 0 0 0 2 0 0 0 1 0 2 0 24 9:15PM 0 1 6 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 10 9:30 PM 0 7 12 0 0 0 0 0 1 0 0 0 3 1 0 0 1 0 0 0 25 9:45 PM 0 1 3 0 0 0 1 0 4 0 0 0 4 0 0 0 1 0 0 0 14 Hourly Total 0 12 28 6 0 0 2 0 8 0 0 0 11 1 0 0 3 0 2 0 73 10:00 PM 0 2 3 1 0 0 1 0 3 0 0 1 2 0 0 0 0 0 0 0 13 10:15PM 0 1 2 0 0 0 1 0 2 0 0 0 5 0 0 0 0 0 0 0 11 10:30 PM 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 6 10:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 0 4 Hourly Total 0 5 8 2 0 0 2 0 5 0 0 1 9 0 0 0 1 1 0 0 34 11:00 PM 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 11:15PM 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:30 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:45 PM 0 1 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 4 Hourly Total 0 3 6 1 0 0 0 1 0 0 0 0 1 0 0 0 1 0 0 0 13 DAILY TOTAL 1 402 960 196 2 0 153 44 494 5 0 51 1256 123 15 1 221 34 56 3 3992 Cars 1 376 947 185 2 0 147 43 469 5 0 49 1247 119 14 1 214 32 53 3 3883 Heavy Vehicles 0 26 13 11 0 0 6 1 25 0 0 2 9 4 1 0 7 2 3 0 109 Heavy Vehicle % 0.00% 6.47% 1.35% 5.61% 0.00% 0.00% 3.92% 2.27% 5.06% 0.00% 0.00% 3.92% 0.72% 3.25% 6.67% 0.00% 3.17% 5.88% 5.36% 0.00% 2.73% American Fork Drive & Linder Road Meridian Idaho Tuesday, February 4, 2020 AM Peak Hour Southbound Westbound Northbound Eastbound Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ VEHICLE Time UTurns Left Turns Through Turns Bicycles UTurns Left Turns Through Turns Bicycles UTurns Left Turns Through Turns Bicycles UTurns Left Turns Through Turns Bicycles TOTAL 7:15 AM 0 4 4 1 0 0 2 0 19 0 0 0 89 4 0 0 9 0 1 0 133 7:30 AM 0 7 8 1 0 0 1 2 18 0 0 1 91 6 0 0 9 1 0 0 145 7:45 AM 0 13 9 2 0 0 5 0 15 0 0 0 81 6 1 0 6 2 0 0 139 8:00 AM 0 13 6 2 0 0 5 0 32 0 0 1 49 11 0 0 4 3 0 0 126 Peak Hour Total 0 37 27 6 0 0 13 2 84 0 0 2 310 27 1 0 28 6 1 0 543 PHF 0.000 0.712 0.750 0.750 0.000 0.000 0.650 0.250 0.656 0.000 0.000 0.500 0.852 0.614 0.250 0.000 0.778 0.500 0.250 0.000 0.936 Heavy Vehicle% 0.00% 5.41% 7.41% 33.33% 0.00% 0.00% 7.69% 0.00% 0.00% 0.00% 0.00% 0.00% 1.29% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 2.03% PM Peak Hour Southbound Westbound Northbound Eastbound Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ Straight Right Peds/ VEHICLE Time UTurns Left Turns Through Turns Bicycles UTurns Lek Turns Through Turns Bicycles UTurns Lek Turns Through Turns Bicycles UTurns Lek Turns Through Turns Bicycles TOTAL 5:00 PM 0 9 50 6 0 0 5 2 8 0 0 0 13 3 0 0 4 1 0 0 101 5:15 PM 0 8 59 2 0 0 2 2 7 0 0 1 21 1 0 0 2 1 1 0 107 5:30 PM 0 4 66 6 0 0 3 1 8 0 0 0 6 1 0 0 2 0 0 0 97 5:45 PM 0 7 49 9 0 0 6 3 14 0 0 0 13 2 0 0 5 0 1 0 109 Peak Hour Total 1 0 28 224 23 0 0 16 8 37 0 0 1 53 7 0 0 13 2 2 0 414 PHF 1 0.000 0.778 0.848 0.639 0.000 0.000 0.667 0.667 0.661 0.000 0.000 0.250 0.631 0.583 0.000 0.000 0.650 0.500 0.500 0.000 0.950 Heavy Vehicle % 1 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 2.70% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.24% Total Vehicles On Leg 3531 Vehicles Entering 1559 Vehicles Exiting 1972 Intersection I Intersection Southbound Cars 185 947 376 1 2 Heavy 11 13 26 0 0 1 Total 196 960 402 1 2 Cars Heavy Total Vehicles 3 0 3 Entering Total Intersection Vehicles 3120 � on Leg 0 1 0 1 604 a R 214 7 221 Vehicles W 32 2 34 Dating Intersection 292 53 3 56 *j It L► to -W Of O L Daily Volumes 0 «i t iy Cars 14 0 49 1247 1194 Heavy 1 0 2 9 Total 15 0 1 51 1256 123 Northbound Vehicles Entering 1430 Intersection Vehicles Exiting 1169 Intersection Total Vehicles On Leg 2599 Cars Heavy Total Vehicles Entering 469 25 494 Intersection 691 Total Vehicles 43 1 44 c 0 on Leg 1250 147 6 153 a Vehicles Exiting 0 0 0 Intersection 559 5 0 5 ENGINZWVc, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX C: COMPASS FORECASTS June 2021 Linder Holdings Proposed Development The following summarizes the results of an area of influence model run for a proposed development located southwest of Linder and Victory Roads. The proposed development will consist of 400 single-family units. The anticipated build out is by 2030. See figure 1. Interstate Principal Arterial Minor Arterial Collector • ... Proposed Collector • - - - Propose Expressway Local O TAZ Boundary Proposed Development Figure 1 Table 1 provides the existing demographics for TAZ 1109 and 1110 and the proposed development's demographics used for the area of influence model run. A cumulative analysis was also conducted to account for Cedarbrook (372 residential units in TAZ 1108), and Edgehill (116 residential units in TAZ 1123). The 2030 demographic contained enough growth for the entitled Brundage Estates - 365 residential units spread across four TAZs 1122, 1124, 1125, and 1120. See figures 6 and 7. Table 1 2019 2030 with proposal 2040 HH Jobs HH Jobs HH Jobs TAZ 1109 9 15 206 20 208 25 TAZ 1110 6 0 209 0 98 0 Surrounding TAZs 62 37 299 244 764 384 Total 77 52 827 264 1,070 409 Figure 2: area of influence results for the proposed development Figures 3 and 4: peak hour results Figure 5: surrounding TAZs and demographics Figures 6: cumulative area of influence results Figures 7: cumulative peak hour results Figures 8, 9, and 10: compounded annual growth rates Figure 2: Area of Influence, Peak hour demand contribution to the total peak hour demand r- Overland Rd C -' 5.8 2 67 8.4 5.8 5.2 2 Overland Rd v _ c m J I- 4 Q e Id r Vac[ory Rd ~ Vld01y Rd v Victory Rd 1.7 6.4 5.4 5.4 :5 32 1.9 to 63 5.4 V 1Y Rd w Victory Rd Victory Rd Victory Rd b w Q b r c Ji r a a v Airm; Rd Amity Rd J r a �n a Figure 3: Peak Hour Demand with Proposed Development Rd La mrdr 23 z Rd La rm rt RC dy R1 731 uy M V R1 Amy Rd 3 3E7 6 24E F R1 Amy Rd w6 8102 ��.,� M- 933�33 I a .ym1 $ 1370 1378 7�6 - , L84 Mrs`; m .� 1-94 WB x 484 W8 Pa4 WB �° 933 A, - 6B44 13LK'r5M o' eec1A 7BS4 4203 r81 EB 965 �^ F84 EB % ? -- 934 y 7,4 cr3 934 4172 983�8'988 �I$4 125913 4442 S ,$y 184 EB 1&i E. EB F84 EB F84 EB O O a }� Overland Rd Overland Rd Ovanand Po Overland Rd N Overland Rd Overland Rd Overs"d fL: �'srL Rr verland 816 1442 1472 1492 1541 1641 ?668 `11515 1439 ''-=- -= ? y 2 a 15_'2 A-, ,� 443 43 554 580 6 "� 73` 785 919 11 t 1 11 f 6; "22 "� ? t, t, 784 ��. Overland Rd Overland Rd O�ensra Po Overland Rd Ovedand Rd Overlaid Rd Oversrd Rd OLersrd FU �reAand z 'u' y CD b b W v b .b IVN $ tl S 91 II z IC N �v ao 5 v m ~ 0 4� y0y yvy N i 195 O F J --- ,� "" , 7 1 5 z z o 0r1 F1n LarioR R e owls d Rd o s s 01 e z a ,- ,�, S % S 'hpyaaa =' 37 u �� 14 Y 8r x $ LAM 'I Rd Lamont Rd r. C. 9^ r,� AL AL 2 VU01Y R1 Victory Rd 736 823 913 `.•Eb 357 371 387 ?`.3 VMrj M Victoy Rd 4 � � >m A nriy Po Affey-FC Antty Fk: S S go 8a V'cuwy Rd Vtapy f J 7 Vtloly w Victory Rd 550 K Victory Rd VCby 10 `� VU01Y M 601 712 712 712 758 484 48D 49D 536 587 h� wp 788 T78 T99 921 9DB 759 363 525 525 Ymctory Rd Vttoy R1 523 % 524 6 316 317 325 bti 382 351 3 3,D 387 380 325 310 S 5.7 g $ Vttoly R1 Yctay ftd YmcDory Rd VCby Rd rxory x 10 L) Q e a s M s a -� h a � Q oO � � 5 wdsSt 8 8 RLn11Yf Ln 115 2a3� 88 - $ r m m r m 50 156 345 — wmie St Ioe11pe1llt t7 C! N h Array Po Arniry F :G c mht a 13 439 Amty Rd Allay Po m Amity Rd Amy Fld Amity Rd Amy FW W WAn ty Rd 5DE .12 439 456 499 577 2Z1 1188 1�7 1220 1224 1267 '" 1373 483 483 A Anity Po A1111ty Pm 513 514 Ftl 515 522 `.',2 Af1�. Rd ARYy Po `46 1035 1D28 1020 Rd Amy Rd 1020 Minty Rd 1017 Amy Fai 991 A Y FFc minRd @� 5 Q�Q 5 Figure 4: Peak Hour Demand without Proposed Development 36t 34 934 44, Ovedand Rd 824 437 = : _ R. Qenare Po �_- '�-' 433 =-= 7455 1477 55s 6: W OverWW Rd 1627 764 983'3`98g n13M V66 4439 IL en 14 EB ►84 ES F64 es � OveArW Rd Ove1WW Rd Ovsrurd Rd Odemr►1 Po 1227 1, 4 "1513 1434 1594 1577 784 899 11;5 1107y 1 1113 1128 Ot a � 1a7 c a � verWW n 1827 77. Ovedand Rd OverWM R. Oerr,fe &.WW Rd Overland Rd Ove"W Rd erurd Rd Gerund Po d rerland z z r. s 4 1n o NN S 5 0d RC Ix^ 0 95 60 �lN� ^ wtw16 230 is nor 'br,,�s �' OR Rd Cavort R' � Owwnd Rd '- 23 Z Z 253 266 v 2'7 2? 36 la rro nt Rd lb rrort Re La rront Rd C C Y y A VN 7a6 9t y'? 823 833 g Victory Rd 5% Victory Rd Vtdoy RI 611 721 721 a, m a 6 C g A - 721 742 —a m a d K § $ 473 470 Vttoy R] 479 p NfJ 526 p 8 V V-Ckwy Rd 578 50 8 x M +� 8 x o1 _� f{c� Y Rd s795 Q 27 393 VubFW y 797 378 920 322 � 905^ 308 y _ VttOy F43 758 S 5'6 Sf5 i 515 �2 312 312 320 377 317 318 392 379 345 3% 517 517 >� Rd VttOF4d Victory Rd n Yrctory Rd Vttoy FU v a VnOy Po Yrctory Rd K Victory Rd VCby Id 5 troy ft. 5 ` 4----- o v IL b 9t V n �a N �a Ix _ 8 5 m ��o o `m w @Rb 3 11 J y s s 8 z 16 R R p U r a a Y Y ti v 11er�aSt RrmlFlelLn 1t„' 21yxgg C. m cWn c u s0 156 345 ^ Haas St Rranpel Ln yS +^�, n n R h Ix o v h A 37y7� A Po Amty R] WO Amty Po Amity F zi ml to Arty Rd AW*y Po v _ Amity Rd Amy Rd Amity Rd Amy Rd QAmty Rd 509 515 434 434 451 494 572 617 1173 1172 1204 1208 1251 1356 241 Amey lid 258 Amty Po 472 Arty R1 473 Amty Po 473 ARMY P 522 s22 mty Po 523 Arty Rd 53' s4• Amty Po 555 1034 1026 1018 Wity Rd Amty Fid 1018 Amry Rd 1015 Amty W 9$ A y Rd O O S� � M $ o m $ x x Figure 5: Surrounding Area TAZs Southridge 1060 L%tates: 193 W stopher St 1081 x ? e �� C v, a ont Rd °' �' Cr ear S W < c e`l�"� Kodiak Dr m W Val Vista Ct �R W k O,. 5 < > a wh7erya// ye�O� Bear 10 6 Tr ck Ct ° m 6G`3o 10 7 E mv3 1083 1054 W iz r W Perkins S 07 W Verne Ct W cn c c �rn c 'a o 18 to N Lm me T 'an Fc S n � V VI C A N u) o min _ _ ' ctc ry Rd m N N Edgehill:116— a m a 1.109 1123 Jo lyn m W Blu m d Pa : 23 1099 co Downs t Tall — v u) F CD c� - N c W Bu ak r 11110 1122 112 j Biltmore: u UOL 159 t_ lave- — — — — — WTwinV Pointing og E5tate>:366 ' —� Ln Subdivisic :2 �` 91 �\ Cedarbrook: � Graycliff 372 I Estates: 2 J —_ o co I 424 3 1100 1108 1125 1120 Interstate Principal Arterial YJ 5 1111111111111111—IMinor Arterial € N u. t �� Collector - - - - Proposed Collector Propose Expressway - Local TAZ I TPOP19 HH19 TPOP251 HH25 I JOBS25 TPOP30 HH30 JOBS30 TPOP35 HH35 TPOP40 HH40 JOBS40 Q TA Z Boundary 1057 104 38 105 39 8 103 39 10 180 69 257 100 14 1107 46 15 105 35 203 160 54 225 512 175 744 258 360 Proposed Development 1108 28 9 67 22 1 102 34 2 140 47 137 47 3 1122 0 0 115 40 0 227 80 0 252 90 270 98 0 1123 0 0 49 17 0 91 32 0 140 50 314 114 0 Preliminary Plats 1125 0 0 26 9 6 170 60 7 255 911 405 147 7 Cumulative Analysis The following figures show the results of including Linder Road Holdings, Cedarbrook and Edgehill proposed developments for the following TAZs by 2030. 2019 2030 Cumulative HH Jobs HH Jobs TAZ 1109 9 15 206 20 TAZ1110 6 0 209 0 TAZ 1108 9 0 381 2 TAZ 1123 0 0 116 0 Figure 6: Figure 7: Cumulative PM Peak Hour Results 5 S Rd La rror - 2 o Z Rd La rm rt FW Ory Fb 785 rly Rf 1 Rf Amex Rd 10 342 i9 259 f RI Amly Rd I$1 NiE .nr I-A4 yVQ a I o. $^ 83 7 F84 WB144 44WS ii84 W8 h64 W86107 4 _ p4 37 681 13t5M m _ -53 o3n 7868 42023238 (-8f EB 964 r84 EB 964 1'p 933.8,^a 933 4171 98318c988 �I-94 t267f4 445^ a r84 EB 1,84 F. EB F84 EB F84 Eta c1 � O _ Ovedarld Rd Overland Rd OA[Und Fb Overland Rd Overland Rd Overland Rd Oaerard F'- --It Ft! � verland ,� 820 794 1455 1484 1504 1e51 1651 1677 `1520 1444 1 m a �� `� 444 49C 59• 607 a " c w3 803 93T 1121 1127� m • • ° • • 4..; ' + 3 737 RA• Overland Rd Overland Rd Overland Rf Overland Rd Overland Rd Overland Rd Overerd Rd 01e16rd R7 rerlaM o Tn ~ _ . �m'y' a %enand Rd J, o r v IM $ 230 '95 61 K 23E1?1 G- 17 5 _ 446-6,� C� C� a ¢ 2 011 Rd LarrOR R 10 V OWWWRd b S y� 4 Ar D' 41 0 '15 Y 37 m N _ �r LAM 'I Rd Larrart Rd C C Y Y 3 2 S Vtdory Rf Victory Rd 791 827 ;,3B 59' 355 372 399 23 Vttoy MVi.., Rd r A 01ly Rf Anyy RI 497 Z % 507 Arrity Ft ArtYy RI m S = Victory Rd Vtrory Rf J J Vctory M YrctOry Rd 577 Victory Rd Vtrory Rd `=r VMoy M 504 716 715 716 753 488 495 514 560 M9 e 7 7y5 7EF $04 927 913 750 363 527 527 Victory Rd S25 526 jd2 332 334 342 463 e372 .38 2L92 384 329 314 S SIB vl><dry Rl U" a+ a ya,y M Yrctaty Rd � Victory Rd Vtlory Rd � c Cloy Po 10 ------------ G, .+ C) 1 � Q 8 a rc v s s J J n z C � C 44 tlard9 St 5 Rlanpel L n 115 263M. gg xIV d m m m 50 156 345 2 M c N 9 Hanle St 8INWll Ln C7 . C7 w n n 9 A h � p J LZ A mty Ft Arn ity F o rre , 17 A � Rd te` Po . A a _ g Amity Rd AMIV 10 Amity Rd Amax Rd v vw An*y Rd 495 _ _ 45t 4,sz 5" 5E9 M1210 12.E 1241 1245 1t288 " t335 5 `-.5 A rely Ft Amty P= 496 497 1 y 535 515 nYy Rl 529 1038 1030 1023 1022 1019 989 m n Amty Rd AnYy Po U E Rd Amy 11A Amty Rd Amy I6! ey� O w A my2 Y Rd O Figure 8: 2019 to 2025 Compounded Annual Growth Rate 2019 Peak Hour to 2025 Peak Hour Compounded Annual Growth Rates 3/24/2020 1.9 7.6 7k 1T8 r.oa 's1.61.6 .1.6 1.6 . _... w nc 12 1.4121.4, 1 t� 12 1.9 t•81 E6 51 F81 .15.1 y;5.1 5.1$a tB 5.1 19 1.9RQ.3a6 N 1 d.3 2 A o u Ovedard Rd Overland Rd 184 EB: rh rd Rt Ov&W Rd I-84 EB-I$4vEB� Fad, BN rd Rt Ovedad Rd 11.5 11.6 3.7 38 N v y 17 2.5 2.5 l Overlord Rd �y 3.5 3.9 3.9 as 1.g2.3 � C N 8 V r 14.4 9 d lamortRi LarmrtRl La Front J 82 4.1 88 N U c m N V7 Y_ Ol m S h C � N S rn S N M Victory Rl Vctory R1 Vitory RdVrclory Rd Vidory Rd Victory Ri Victory W 8 7.9 7.9 104 10.4 102 11 a raory Rd Victory Rd Vctory Ri Vcto y Rd 10.2 toz 103 13.2 13A 133 113 103 1.2 12 1.A 1 0.8 0.4 Lori � N 7J O. a: < C O _ � tV 3 N Fa -St Rumpd L. 182 259 14.5 29.7 25 0 A � N U r ro di Amin RdArmy Rd Amity M Amty kmily Ri Amity R1 Amity Ri v IAmity Rd Amity Rd Amity Rd Amity Rd 4mitr R 57 5.7 5 52 58 92 92 92 92 103 10.4 5.6 5.5 5.6 5.6 57 4.3 m� � n N m Growth Rate Included Roadway Project (Programmed in the TIP or Funded in CIMI1111111" Figure 9: 2025 to 2030 Compounded Annual Growth Rate Figure 10: 2030 to 2040 Compounded Annual Growth Rate Print PreView E3 2030 Peak Hour to 2040 Peak Hour Growth Rates 3/24/2020 -=-------- 1.3 0.3 0 3 50 3 u.y M 0.4 .0.4 0.4 7 o -------- 1.3 1.21.3L1. `{.3�J 0.7 C V y Cve•a•. F� Overland Rd O/ertard R1 Overland Rd OvefW Rd Overt3rd Rd Ove we Rd ca 4.9 4.9 3.3 3.1 2.8 2 2 1.8� 0.8 08 0.9 0.9 at 4.° a h K G 7eo, N '2_ _ , ^f C N N 1.6 13 57 52 / g 2 V � N Y : k o � Y O_ Z N cO P c N m Rd Victory R1 dory Rt Vcto y R1 Vicvy Rd Vido ry Rt" Vida ry Rt Vctory Rd 47 K-y Rd V,�y Rd Vctory Rd N Vcto y Rd 1A 1.5 1.9 27 2.7 1.9 1.9 19 2- 3.6 3.8 3.9 3.9 36 V *.7 1.4 1.6 1.4 1.4 1.5 0.3 RwTW Ln a5 0.3 0.1 0.6 ],ly Amty RJAMy R: Amty Rt Amiy Rt R1 Amity Ri Amty Ri q_ Amy Rd Amity Rd Am1y Rd Amty Rd 4 4.5 1.6 19 .9 1.9 2 2 2 1.9 1.9 1.9 1.9 19 2 J3 o✓ e Growth Rate "� Included Roadway Project (Programmed in the TIP or Funded in CIM 2 0) Jackson Ridge Estates Meridian, Idaho COMPASS Growth Rates Summary ENGIN,E�E G INC. COMPASS Calculated % AGR 2019 Forecasts % Growth Rate Proposed COMPASS COMPASS Existing Existing Roadway Existing COMPASS 2025 2030 2019-2025 2019-2030 2019-2025 2019-2030 2020-2025 Overland Road 4.0% West of Linder 946 551 1,068 1,280 11.7% 8.0% 2.0% 2.8% East of Linder 1,182 1,260 1,569 1,965 3.7% 4.1 % 4.8% 4.7% Average 1,064 7.7% 6.0% 2.0% 2.8% Linder Road 4.0% South of Overland 396 744 633 917 -2.7% 1.9% 8.1 % 7.9% South of American 267 726 616 902 -2.7% 2.0% 15.0% 11.7% South of Victory 354 627 900 903 6.2% 3.4% 16.8% 8.9% Average 254 0.3% 2.4% 13.3% 9.5% Meridian Road (SH 69) 1.5% North of Victory 2,896 3,251 3,529 3,579 1.4% 0.9% 3.3% 1.9% South of Victory 2,638 3,224 3,652 4,055 2.1 % 2.1 % 5.6% 4.0% North of Amity 2,718 3,004 3,061 3,390 0.3% 1.1% 2.0% 2.0% South of Amity 2,683 2,675 3,129 3,043 2.6% 1.2% 2.6% 1.2% Average 2,734 3,343 3,517 1.6% 1.3% 3.4% 2.3% Victory Road 8.0% West of Linder 420 465 840 1,236 10.4% 9.3% 12.2% 10.3% East of Linder 481 270 567 795 13.2% 10.3% 2.8% 4.7% West of SH 69 448 377 708 889 11.1 % 8.1 % 7.9% 6.4% East of SH 69 682 882 945 1,158 1.2% 2.5% 12.2% 10.3% Average 508 765 1,020 8.9% 7.6% 8.8% 7.9% Amity Road 6.0% West of Linder 477 666 1,236 5.7% 9.0% #DIV/0! #DIV/0! East of Linder 0 463 788 795 9.3% 5.0% #DIV/0! #DIV/0! West of SH 69 596 469 852 889 10.5% 6.0% 0.0% 0.0% East of SH 69 763 716 987 1,158 5.5% 4.5% #DIV/0! #DIV/0! Average 453 823 1,020 7.7% 6.1% #DIV/0! #DIV/0! Harris Street 2.0% West of SH 69 24 264 595 833 14.5% 11.0% 70.8% 38.1 % Offsite East of SH 69 39 85 407 440 29.8% 16.1 % 47.8% 24.6% Average 32 501 637 �NGINRING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX D: 2021 CAPACITY ANALYSIS REPORTS June 2021 D HCM 6th TWSC 2021 Existing 1: Linder Rd & Overland Rd AM Peak Hour Intersection Int Delay, s/veh 6.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r* ) tt r* Traffic Vol, veh/h 499 30 45 201 72 365 Future Vol, veh/h 499 30 45 201 72 365 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 50 - 250 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 3 2 2 2 2 Mvmt Flow 542 33 49 218 78 397 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 575 0 749 271 Stage 1 - - - - 542 - Stage 2 - - 207 - 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 - 994 - 348 727 Stage 1 - - 547 - Stage 2 - - - 807 - Platoon blocked, % - Mov Cap-1 Maneuver - 994 - 331 727 Mov Cap-2 Maneuver - - 331 - Stage 1 - - 547 - Stage 2 - 767 - Approach EB WB NB HCM Control Delay, s 0 1.6 16.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 331 727 994 HCM Lane V/C Ratio 0.236 0.546 0.049 HCM Control Delay (s) 19.2 15.7 8.8 HCM Lane LOS C C A HCM 95th %tile Q(veh) 0.9 3.3 0.2 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th AWSC 2021 Existing 2: Linder Rd & Victory Rd AM Peak Hour Intersection Intersection Delay, s/veh 12.3 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 55 148 5 8 68 4 28 266 42 6 22 9 Future Vol, veh/h 55 148 5 8 68 4 28 266 42 6 22 9 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 2 4 2 2 2 2 2 2 2 17 2 2 Mvmt Flow 67 180 6 10 83 5 34 324 51 7 27 11 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 11.5 9.5 13.8 9.1 HCM LOS B A B A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 8% 26% 10% 16% Vol Thru, % 79% 71 % 85% 59% Vol Right, % 12% 2% 5% 24% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 336 208 80 37 LT Vol 28 55 8 6 Through Vol 266 148 68 22 RT Vol 42 5 4 9 Lane Flow Rate 410 254 98 45 Geometry Grp 1 1 1 1 Degree of Util (X) 0.551 0.376 0.15 0.071 Departure Headway (Hd) 4.947 5.337 5.534 5.664 Convergence, Y/N Yes Yes Yes Yes Cap 733 677 651 634 Service Time 2.947 3.337 3.546 3.685 HCM Lane V/C Ratio 0.559 0.375 0.151 0.071 HCM Control Delay 13.8 11.5 9.5 9.1 HCM Lane LOS B B A A HCM 95th-tile Q 3.4 1.7 0.5 0.2 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2021 Existing 3: Meridian Rd & Victory Rd II AM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) t ) tt r Traffic Volume (veh/h) 82 93 27 23 30 150 40 1076 70 77 418 34 Future Volume (veh/h) 82 93 27 23 30 150 40 1076 70 77 418 34 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 89 101 29 26 34 169 43 1170 76 89 480 39 Peak Hour Factor 0.92 0.92 0.92 0.89 0.89 0.89 0.92 0.92 0.92 0.87 0.87 0.87 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 280 216 62 208 226 192 556 1764 115 109 1971 879 Arrive On Green 0.06 0.16 0.16 0.02 0.13 0.13 0.03 0.55 0.55 0.06 0.59 0.59 Sat Flow, veh/h 1688 1324 380 1688 1772 1502 1688 3209 208 1688 3367 1502 Grp Volume(v), veh/h 89 0 130 26 34 169 43 613 633 89 480 39 Grp Sat Flow(s),veh/h/ln1688 0 1704 1688 1772 1502 1688 1683 1734 1688 1683 1502 Q Serve(g_s), s 6.3 0.0 9.7 1.9 2.4 15.5 1.5 36.1 36.2 7.3 9.7 1.5 Cycle Q Clear(g_c), s 6.3 0.0 9.7 1.9 2.4 15.5 1.5 36.1 36.2 7.3 9.7 1.5 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.12 1.00 1.00 Lane Grp Cap(c), veh/h 280 0 277 208 226 192 556 925 953 109 1971 879 V/C Ratio(X) 0.32 0.00 0.47 0.13 0.15 0.88 0.08 0.66 0.66 0.82 0.24 0.04 Avail Cap(c a), veh/h 363 0 487 350 506 429 688 925 953 181 1971 879 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 0.00 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 49.0 0.0 53.1 51.4 54.3 60.0 12.8 22.3 22.3 64.7 14.0 12.4 Incr Delay (d2), s/veh 0.2 0.0 0.5 0.1 0.1 5.2 0.0 3.7 3.6 10.4 0.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/lr4.9 0.0 7.5 1.4 1.9 10.0 1.0 20.1 20.6 6.0 6.3 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.3 0.0 53.6 51.5 54.4 65.2 12.9 26.1 26.0 75.1 14.3 12.4 LnGrp LOS D A D D D E B C C E B B Approach Vol, veh/h 219 229 1289 608 Approach Delay, s/veh 51.8 62.0 25.6 23.1 Approach LOS D E C C Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t5.1 24.9 11.1 89.0 10.2 29.8 16.1 84.0 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmal�,.a 40.0 15.0 42.0 15.0 40.0 15.0 42.0 Max Q Clear Time (g_c+I1�,33 17.5 3.5 11.7 3.9 11.7 9.3 38.2 Green Ext Time (p_c), s 0.0 0.4 0.0 4.4 0.0 0.4 0.1 2.8 Intersection Summary HCM 6th Ctrl Delay 30.9 HCM 6th LOS C Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2021 Existing 3: Meridian Rd & Victory Rd AIM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r t tt r Traffic Volume (vph) 82 93 27 23 30 150 40 1076 70 77 418 34 Future Volume (vph) 82 93 27 23 30 150 40 1076 70 77 418 34 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 1.00 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) 1676 1706 1676 1765 1500 1676 3322 1676 3353 1500 Flt Permitted 0.63 1.00 0.67 1.00 1.00 0.48 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1111 1706 1189 1765 1500 843 3322 1676 3353 1500 Peak -hour factor, PHF 0.92 0.92 0.92 0.89 0.89 0.89 0.92 0.92 0.92 0.87 0.87 0.87 Adj. Flow (vph) 89 101 29 26 34 169 43 1170 76 89 480 39 RTOR Reduction (vph) 0 9 0 0 0 147 0 2 0 0 0 15 Lane Group Flow (vph) 89 121 0 26 34 22 43 1244 0 89 480 24 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Prot NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green, G (s) 30.8 20.2 18.2 13.9 13.9 80.3 75.2 12.3 82.4 82.4 Effective Green, g (s) 35.5 24.2 26.2 17.9 17.9 88.3 79.2 16.3 86.4 86.4 Actuated g/C Ratio 0.25 0.17 0.19 0.13 0.13 0.63 0.57 0.12 0.62 0.62 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.5 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 340 294 251 225 191 585 1879 195 2069 925 v/s Ratio Prot c0.03 c0.07 0.01 0.02 0.00 c0.37 c0.05 0.14 v/s Ratio Perm 0.04 0.01 0.01 0.04 0.02 v/c Ratio 0.26 0.41 0.10 0.15 0.11 0.07 0.66 0.46 0.23 0.03 Uniform Delay, d1 41.2 51.6 47.0 54.3 54.0 9.8 21.1 57.7 12.0 10.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.67 0.42 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.3 0.1 0.1 0.1 0.0 0.7 1.2 0.3 0.1 Delay (s) 41.4 51.9 47.0 54.4 54.1 6.5 9.6 58.9 12.2 10.5 Level of Service D D D D D A A E B B Approach Delay (s) 47.6 53.4 9.5 19.0 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 19.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 59.7% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2021 Existing 4: Meridian Rd & Amity Rd II AM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) t ) t Traffic Volume (veh/h) 78 251 35 35 117 119 10 1322 100 65 520 25 Future Volume (veh/h) 78 251 35 35 117 119 10 1322 100 65 520 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1843 1772 1772 1772 1772 1843 Adj Flow Rate, veh/h 95 306 43 41 138 140 13 1673 127 71 571 27 Peak Hour Factor 0.82 0.82 0.82 0.85 0.85 0.85 0.79 0.79 0.79 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 173 330 46 119 151 153 470 1703 128 110 1819 86 Arrive On Green 0.06 0.21 0.21 0.03 0.18 0.18 0.01 0.54 0.54 0.03 0.56 0.56 Sat Flow, veh/h 1755 1581 222 1688 839 851 1755 3174 239 1688 3273 155 Grp Volume(v), veh/h 95 0 349 41 0 278 13 880 920 71 293 305 Grp Sat Flow(s),veh/h/ln1755 0 1803 1688 0 1690 1755 1683 1729 1688 1683 1744 Q Serve(g_s), s 6.1 0.0 26.6 2.8 0.0 22.6 0.5 71.1 73.8 2.6 13.1 13.2 Cycle Q Clear(g_c), s 6.1 0.0 26.6 2.8 0.0 22.6 0.5 71.1 73.8 2.6 13.1 13.2 Prop In Lane 1.00 0.12 1.00 0.50 1.00 0.14 1.00 0.09 Lane Grp Cap(c), veh/h 173 0 376 119 0 305 470 903 928 110 936 969 V/C Ratio(X) 0.55 0.00 0.93 0.35 0.00 0.91 0.03 0.97 0.99 0.64 0.31 0.31 Avail Cap(c a), veh/h 267 0 406 258 0 380 633 903 928 235 936 969 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 0.00 1.00 1.00 0.00 1.00 0.55 0.55 0.55 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.1 0.0 54.4 46.8 0.0 56.3 14.6 31.5 32.1 33.6 16.7 16.7 Incr Delay (d2), s/veh 1.0 0.0 26.1 0.6 0.0 21.8 0.0 16.9 20.1 2.3 0.9 0.8 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(95%),veh/lr4.8 0.0 20.6 2.1 0.0 16.7 0.3 36.8 39.7 2.3 8.6 8.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.1 0.0 80.4 47.5 0.0 78.1 14.6 48.4 52.2 36.0 17.6 17.6 LnGrp LOS D A F D A E B D D D B B Approach Vol, veh/h 444 319 1813 669 Approach Delay, s/veh 73.1 74.1 50.1 19.5 Approach LOS E E D B Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t4.5 31.7 9.0 84.8 10.5 35.7 11.7 82.1 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmal�,.Fs 31.5 15.0 51.0 15.5 31.5 15.0 51.0 Max Q Clear Time (g_c+I1�,1; 24.6 2.5 15.2 4.8 28.6 4.6 75.8 Green Ext Time (p_c), s 0.1 0.6 0.0 9.3 0.0 0.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 49.3 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2021 Existing 4: Meridian Rd & Amity Rd AIM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t t Traffic Volume (vph) 78 251 35 35 117 119 10 1322 100 65 520 25 Future Volume (vph) 78 251 35 35 117 119 10 1322 100 65 520 25 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 13 12 12 12 12 13 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.98 1.00 0.92 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1848 1676 1849 1732 3317 1676 3330 Flt Permitted 0.25 1.00 0.23 1.00 0.39 1.00 0.05 1.00 Satd. Flow (perm) 472 1848 402 1849 709 3317 93 3330 Peak -hour factor, PHF 0.82 0.82 0.82 0.85 0.85 0.85 0.79 0.79 0.79 0.91 0.91 0.91 Adj. Flow (vph) 95 306 43 41 138 140 13 1673 127 71 571 27 RTOR Reduction (vph) 0 4 0 0 27 0 0 3 0 0 2 0 Lane Group Flow (vph) 95 345 0 41 251 0 13 1797 0 71 596 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 41.3 31.7 33.9 28.0 71.5 69.3 79.3 73.2 Effective Green, g (s) 47.6 35.2 40.9 31.5 79.5 73.3 86.4 77.2 Actuated g/C Ratio 0.34 0.25 0.29 0.22 0.57 0.52 0.62 0.55 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 283 464 202 416 447 1736 171 1836 v/s Ratio Prot c0.03 c0.19 0.01 0.14 0.00 c0.54 c0.03 0.18 v/s Ratio Perm 0.08 0.05 0.02 0.23 v/c Ratio 0.34 0.74 0.20 0.60 0.03 1.03 0.42 0.32 Uniform Delay, d1 33.7 48.3 37.2 48.6 13.3 33.4 30.2 17.2 Progression Factor 1.00 1.00 1.00 1.00 0.32 0.52 0.69 0.93 Incremental Delay, d2 0.3 6.0 0.2 2.1 0.0 27.4 0.6 0.5 Delay (s) 34.0 54.3 37.4 50.7 4.3 44.6 21.5 16.3 Level of Service C D D D A D C B Approach Delay (s) 50.0 49.0 44.3 16.9 Approach LOS D D D B Intersection Summary HCM 2000 Control Delay 39.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2021 Existing 1: Linder Rd & Overland Rd PM Peak Hour Intersection Int Delay, s/veh 3.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r* ) tt r* Traffic Vol, veh/h 267 35 233 599 45 83 Future Vol, veh/h 267 35 233 599 45 83 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 100 - 100 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 284 37 248 637 48 88 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 321 0 1099 142 Stage 1 - - - - 284 - Stage 2 - - 815 - 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 - 1236 - 207 880 Stage 1 - - 739 - Stage 2 - - - 396 - Platoon blocked, % - Mov Cap-1 Maneuver - 1236 - 165 880 Mov Cap-2 Maneuver - - 165 - Stage 1 - - 739 - Stage 2 - 316 - Approach EB WB NB HCM Control Delay, s 0 2.4 18.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 165 880 - 1236 HCM Lane V/C Ratio 0.29 0.1 - 0.201 HCM Control Delay (s) 35.5 9.5 - 8.6 HCM Lane LOS E A - A HCM 95th %tile Q(veh) 1.1 0.3 - 0.7 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th AWSC 2021 Existing 2: Linder Rd & Victory Rd PM Peak Hour Intersection Intersection Delay, s/veh 12.2 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 109 24 85 239 11 12 43 25 12 165 32 Future Vol, veh/h 4 109 24 85 239 11 12 43 25 12 165 32 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 3 Mvmt Flow 5 124 27 97 272 13 14 49 28 14 188 36 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 10 14.1 9.6 11.5 HCM LOS A B A B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 3% 25% 6% Vol Thru, % 54% 80% 71 % 79% Vol Right, % 31 % 18% 3% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 80 137 335 209 LT Vol 12 4 85 12 Through Vol 43 109 239 165 RT Vol 25 24 11 32 Lane Flow Rate 91 156 381 238 Geometry Grp 1 1 1 1 Degree of Util (X) 0.142 0.231 0.543 0.358 Departure Headway (Hd) 5.621 5.337 5.135 5.428 Convergence, Y/N Yes Yes Yes Yes Cap 636 673 704 663 Service Time 3.667 3.376 3.165 3.467 HCM Lane V/C Ratio 0.143 0.232 0.541 0.359 HCM Control Delay 9.6 10 14.1 11.5 HCM Lane LOS A A B B HCM 95th-tile Q 0.5 0.9 3.3 1.6 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2021 Existing 3: Meridian Rd & Victory Rd II PM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) t ) tt r Traffic Volume (veh/h) 68 105 51 80 134 100 35 917 31 232 1524 55 Future Volume (veh/h) 68 105 51 80 134 100 35 917 31 232 1524 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 78 121 59 86 144 108 38 986 33 247 1621 59 Peak Hour Factor 0.87 0.87 0.87 0.93 0.93 0.93 0.93 0.93 0.93 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 192 138 67 164 226 192 48 1855 62 382 2039 910 Arrive On Green 0.05 0.12 0.12 0.06 0.13 0.13 0.03 0.56 0.56 0.08 0.61 0.61 Sat Flow, veh/h 1688 1125 548 1688 1772 1502 1688 3324 111 1688 3367 1502 Grp Volume(v), veh/h 78 0 180 86 144 108 38 499 520 247 1621 59 Grp Sat Flow(s),veh/h/ln1688 0 1673 1688 1772 1502 1688 1683 1752 1688 1683 1502 Q Serve(g_s), s 6.0 0.0 15.9 6.6 11.6 10.1 3.4 28.0 28.0 9.1 54.9 2.4 Cycle Q Clear(g_c), s 6.0 0.0 15.9 6.6 11.6 10.1 3.4 28.0 28.0 9.1 54.9 2.4 Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 192 0 206 164 226 192 48 939 978 382 2039 910 V/C Ratio(X) 0.41 0.00 0.87 0.53 0.64 0.56 0.79 0.53 0.53 0.65 0.79 0.06 Avail Cap(c a), veh/h 274 0 446 238 473 400 169 939 978 512 2039 910 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 0.00 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 54.0 0.0 64.6 54.2 62.1 61.5 72.4 20.8 20.8 16.3 22.5 12.1 Incr Delay (d2), s/veh 0.5 0.0 4.5 1.0 1.1 1.0 18.8 2.2 2.1 1.4 3.3 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/lr4.6 0.0 11.3 5.1 9.0 6.9 3.0 16.2 16.7 5.8 27.8 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.5 0.0 69.2 55.1 63.2 62.5 91.3 23.0 22.9 17.7 25.8 12.3 LnGrp LOS D A E E E E F C C B C B Approach Vol, veh/h 258 338 1057 1927 Approach Delay, s/veh 64.7 60.9 25.4 24.3 Approach LOS E E C C Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t4.7 26.1 11.3 97.9 15.4 25.5 18.4 90.7 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmal�,.a 40.0 15.0 52.0 15.0 40.0 23.0 44.0 Max Q Clear Time (g_c+I11tj,(t 13.6 5.4 56.9 8.6 17.9 11.1 30.0 Green Ext Time (p_c), s 0.0 0.6 0.0 0.0 0.0 0.6 0.4 6.6 Intersection Summary HCM 6th Ctrl Delay 31.0 HCM 6th LOS C Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2021 Existing 3: Meridian Rd & Victory Rd PM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r t tt r Traffic Volume (vph) 68 105 51 80 134 100 35 917 31 232 1524 55 Future Volume (vph) 68 105 51 80 134 100 35 917 31 232 1524 55 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.95 1.00 1.00 0.85 1.00 1.00 1.00 1.00 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) 1676 1678 1676 1765 1500 1676 3337 1676 3353 1500 Flt Permitted 0.45 1.00 0.33 1.00 1.00 0.95 1.00 0.17 1.00 1.00 Satd. Flow (perm) 797 1678 583 1765 1500 1676 3337 304 3353 1500 Peak -hour factor, PHF 0.87 0.87 0.87 0.93 0.93 0.93 0.93 0.93 0.93 0.94 0.94 0.94 Adj. Flow (vph) 78 121 59 86 144 108 38 986 33 247 1621 59 RTOR Reduction (vph) 0 14 0 0 0 91 0 1 0 0 0 24 Lane Group Flow (vph) 78 166 0 86 144 17 38 1018 0 247 1621 35 Turn Type pm+pt NA pm+pt NA Perm Prot NA pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 4 4 Actuated Green, G (s) 29.2 19.3 30.2 19.8 19.8 7.3 72.9 99.3 85.0 85.0 Effective Green, g (s) 37.2 23.3 38.2 23.8 23.8 11.3 76.9 103.3 89.0 89.0 Actuated g/C Ratio 0.25 0.16 0.25 0.16 0.16 0.08 0.51 0.69 0.59 0.59 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.5 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 279 260 253 280 238 126 1710 423 1989 890 v/s Ratio Prot 0.03 c0.10 c0.03 0.08 0.02 0.31 c0.09 c0.48 v/s Ratio Perm 0.04 0.05 0.01 0.31 0.02 v/c Ratio 0.28 0.64 0.34 0.51 0.07 0.30 0.60 0.58 0.81 0.04 Uniform Delay, d1 44.7 59.4 44.4 57.8 53.7 65.6 25.6 14.9 24.0 12.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.49 0.55 1.00 1.00 1.00 Incremental Delay, d2 0.2 3.7 0.3 0.7 0.0 0.8 1.3 1.7 3.8 0.1 Delay (s) 44.9 63.1 44.7 58.5 53.7 98.6 15.4 16.6 27.8 12.8 Level of Service D E D E D F B B C B Approach Delay (s) 57.6 53.5 18.4 25.9 Approach LOS E D B C Intersection Summary HCM 2000 Control Delay 28.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 75.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2021 Existing 4: Meridian Rd & Amity Rd II PM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) t ) t Traffic Volume (veh/h) 53 124 21 100 281 84 29 859 50 124 1525 88 Future Volume (veh/h) 53 124 21 100 281 84 29 859 50 124 1525 88 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1772 1772 1843 1843 1772 1772 Adj Flow Rate, veh/h 69 161 27 109 305 91 32 944 55 135 1658 96 Peak Hour Factor 0.77 0.77 0.77 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 130 321 54 293 313 94 94 1606 94 308 1694 97 Arrive On Green 0.04 0.21 0.21 0.06 0.23 0.23 0.02 0.50 0.50 0.05 0.52 0.52 Sat Flow, veh/h 1755 1538 258 1688 1363 407 1688 3233 188 1755 3236 186 Grp Volume(v), veh/h 69 0 188 109 0 396 32 492 507 135 858 896 Grp Sat Flow(s),veh/h/ln1755 0 1796 1688 0 1770 1688 1683 1738 1755 1683 1738 Q Serve(g_s), s 4.6 0.0 13.9 7.5 0.0 33.3 1.4 31.1 31.1 5.6 74.2 76.1 Cycle Q Clear(g_c), s 4.6 0.0 13.9 7.5 0.0 33.3 1.4 31.1 31.1 5.6 74.2 76.1 Prop In Lane 1.00 0.14 1.00 0.23 1.00 0.11 1.00 0.11 Lane Grp Cap(c), veh/h 130 0 374 293 0 407 94 836 863 308 882 910 V/C Ratio(X) 0.53 0.00 0.50 0.37 0.00 0.97 0.34 0.59 0.59 0.44 0.97 0.98 Avail Cap(c a), veh/h 238 0 413 361 0 407 221 836 863 417 882 910 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(1) 1.00 0.00 1.00 1.00 0.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.1 0.0 52.5 43.2 0.0 57.3 35.9 26.8 26.8 20.8 34.7 35.1 Incr Delay (d2), s/veh 1.3 0.0 0.8 0.3 0.0 37.3 0.7 2.8 2.7 0.4 24.4 26.4 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(95%),veh/Ir8.7 0.0 10.4 5.7 0.0 25.9 1.0 18.0 18.5 3.9 43.2 45.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.3 0.0 53.3 43.5 0.0 94.6 36.6 29.6 29.5 21.1 59.1 61.5 LnGrp LOS D A D D A F D C C C E E Approach Vol, veh/h 257 505 1031 1889 Approach Delay, s/veh 51.9 83.6 29.8 57.5 Approach LOS D F C E Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t2.8 41.0 10.7 85.6 16.0 37.8 14.7 81.5 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmal�,.Fs 34.5 15.0 58.0 15.5 34.5 17.0 56.0 Max Q Clear Time (g_c+11Q,C 35.3 3.4 78.1 9.5 15.9 7.6 33.1 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.1 0.7 0.1 13.4 Intersection Summary HCM 6th Ctrl Delay 52.9 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2021 Existing 4: Meridian Rd & Amity Rd PM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t t Traffic Volume (vph) 53 124 21 100 281 84 29 859 50 124 1525 88 Future Volume (vph) 53 124 21 100 281 84 29 859 50 124 1525 88 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 12 12 13 13 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.98 1.00 0.97 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1842 1676 1931 1676 3325 1732 3325 Flt Permitted 0.14 1.00 0.40 1.00 0.05 1.00 0.18 1.00 Satd. Flow (perm) 266 1842 711 1931 93 3325 321 3325 Peak -hour factor, PHF 0.77 0.77 0.77 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Adj. Flow (vph) 69 161 27 109 305 91 32 944 55 135 1658 96 RTOR Reduction (vph) 0 4 0 0 7 0 0 2 0 0 2 0 Lane Group Flow (vph) 69 184 0 109 389 0 32 997 0 135 1752 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 37.4 30.2 45.4 34.2 75.8 72.0 87.4 77.8 Effective Green, g (s) 44.4 33.7 51.4 37.7 83.8 76.0 92.6 81.8 Actuated g/C Ratio 0.30 0.22 0.34 0.25 0.56 0.51 0.62 0.55 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 187 413 338 485 134 1684 326 1813 v/s Ratio Prot c0.03 0.10 0.03 c0.20 0.01 0.30 c0.04 c0.53 v/s Ratio Perm 0.08 0.08 0.12 0.22 v/c Ratio 0.37 0.45 0.32 0.80 0.24 0.59 0.41 0.97 Uniform Delay, d1 40.8 50.1 35.3 52.6 29.0 26.1 16.1 32.8 Progression Factor 1.00 1.00 1.00 1.00 1.48 0.65 0.39 0.52 Incremental Delay, d2 0.4 0.6 0.2 9.0 0.3 1.5 0.2 11.4 Delay (s) 41.3 50.7 35.5 61.6 43.1 18.3 6.5 28.5 Level of Service D D D E D B A C Approach Delay (s) 48.1 56.0 19.0 26.9 Approach LOS D E B C Intersection Summary HCM 2000 Control Delay 30.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 90.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation - Six Lanes on Meridian Rd 4: Meridian Rd & Amity Rd 2021 Existing AIM Peak Hour -11 --1. 4--- t I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) tt ) tt Traffic Volume (veh/h) 78 251 35 35 117 119 10 1322 100 65 520 25 Future Volume (veh/h) 78 251 35 35 117 119 10 1322 100 65 520 25 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1843 1772 1772 1772 1772 1843 Adj Flow Rate, veh/h 95 306 43 41 138 140 13 1673 127 71 571 27 Peak Hour Factor 0.82 0.82 0.82 0.85 0.85 0.85 0.79 0.79 0.79 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 169 332 47 115 152 154 24 2433 184 88 2693 127 Arrive On Green 0.06 0.21 0.21 0.03 0.18 0.18 0.01 0.53 0.53 0.05 0.57 0.57 Sat Flow, veh/h 1755 1581 222 1688 839 851 1755 4587 348 1688 4734 223 Grp Volume(v), veh/h 95 0 349 41 0 278 13 1176 624 71 388 210 Grp Sat Flow(s),veh/h/In 1755 0 1803 1688 0 1690 1755 1612 1709 1688 1612 1732 Q Serve(g_s), s 6.5 0.0 28.5 3.0 0.0 24.2 1.1 40.4 40.5 6.2 8.8 8.9 Cycle Q Clear(g_c), s 6.5 0.0 28.5 3.0 0.0 24.2 1.1 40.4 40.5 6.2 8.8 8.9 Prop In Lane 1.00 0.12 1.00 0.50 1.00 0.20 1.00 0.13 Lane Grp Cap(c), veh/h 169 0 378 115 0 306 24 1711 907 88 1835 985 V/C Ratio(X) 0.56 0.00 0.92 0.36 0.00 0.91 0.53 0.69 0.69 0.80 0.21 0.21 Avail Cap(c a), veh/h 252 0 475 243 0 445 176 1711 907 169 1835 985 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.3 0.0 58.1 50.2 0.0 60.2 73.5 26.0 26.0 70.3 15.8 15.9 Incr Delay (d2), s/veh 1.1 0.0 20.0 0.7 0.0 15.7 6.5 2.3 4.3 6.3 0.3 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 5.1 0.0 21.0 2.2 0.0 17.0 1.0 21.3 23.0 5.0 5.7 6.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.4 0.0 78.0 50.9 0.0 76.0 80.0 28.3 30.3 76.6 16.1 16.4 LnGrp LOS D A E D A E E C C E B B Approach Vol, veh/h 444 319 1813 669 Approach Delay, s/veh 71.9 72.7 29.4 22.6 Approach LOS E E C C Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.9 33.6 9.1 92.3 10.6 38.0 14.8 86.6 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmax), s 15.5 39.5 15.0 53.0 15.5 39.5 15.0 53.0 Max Q Clear Time (g_c+I1), s 8.5 26.2 3.1 10.9 5.0 30.5 8.2 42.5 Green Ext Time (p_c), s 0.0 0.9 0.0 9.9 0.0 1.0 0.0 9.8 Intersection Summary HCM 6th Ctrl Delay 38.0 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation - Six Lanes on Meridian Rd 4: Meridian Rd & Amity Rd 2021 Existing AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) tt ) tt Traffic Volume (vph) 78 251 35 35 117 119 10 1322 100 65 520 25 Future Volume (vph) 78 251 35 35 117 119 10 1322 100 65 520 25 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 13 12 12 12 12 13 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.98 1.00 0.92 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1848 1676 1849 1732 4767 1676 4785 Flt Permitted 0.25 1.00 0.22 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 462 1848 387 1849 1732 4767 1676 4785 Peak -hour factor, PHF 0.82 0.82 0.82 0.85 0.85 0.85 0.79 0.79 0.79 0.91 0.91 0.91 Adj. Flow (vph) 95 306 43 41 138 140 13 1673 127 71 571 27 RTOR Reduction (vph) 0 4 0 0 26 0 0 4 0 0 2 0 Lane Group Flow (vph) 95 345 0 41 252 0 13 1796 0 71 596 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 Actuated Green, G (s) 43.9 33.9 36.1 30.0 2.8 72.3 10.7 80.2 Effective Green, g (s) 50.0 37.4 43.1 33.5 6.8 76.3 14.7 84.2 Actuated g/C Ratio 0.33 0.25 0.29 0.22 0.05 0.51 0.10 0.56 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 273 460 193 412 78 2424 164 2685 v/s Ratio Prot c0.03 c0.19 0.01 0.14 0.01 c0.38 c0.04 0.12 v/s Ratio Perm 0.08 0.05 v/c Ratio 0.35 0.75 0.21 0.61 0.17 0.74 0.43 0.22 Uniform Delay, d1 36.9 52.0 40.5 52.4 68.9 29.1 63.7 16.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 6.5 0.2 2.3 0.4 2.1 0.7 0.2 Delay (s) 37.1 58.4 40.7 54.7 69.2 31.1 64.4 16.7 Level of Service D E D D E C E B Approach Delay (s) 53.9 52.9 31.4 21.7 Approach LOS D D C C Intersection Summary HCM 2000 Control Delay 34.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation - MUT 4: Meridian Rd & Amity Rd 2021 Existing AIM Peak Hour -11 --1. 4--- t I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� tt r tt r Traffic Volume (veh/h) 78 251 35 35 117 119 0 1332 165 0 585 35 Future Volume (veh/h) 78 251 35 35 117 119 0 1332 165 0 585 35 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 0 1772 1772 0 1772 1843 Adj Flow Rate, veh/h 95 306 43 41 138 140 0 1686 209 0 643 38 Peak Hour Factor 0.82 0.82 0.82 0.85 0.85 0.85 0.79 0.79 0.79 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 0 2 2 0 2 2 Cap, veh/h 169 331 47 115 152 154 0 2120 946 0 2120 983 Arrive On Green 0.06 0.21 0.21 0.03 0.18 0.18 0.00 0.63 0.63 0.00 0.63 0.63 Sat Flow, veh/h 1755 1581 222 1688 839 851 0 3455 1502 0 3455 1562 Grp Volume(v), veh/h 95 0 349 41 0 278 0 1686 209 0 643 38 Grp Sat Flow(s),veh/h/In 1755 0 1803 1688 0 1690 0 1683 1502 0 1683 1562 Q Serve(g_s), s 6.5 0.0 28.5 3.0 0.0 24.2 0.0 55.7 9.0 0.0 13.1 1.4 Cycle Q Clear(g_c), s 6.5 0.0 28.5 3.0 0.0 24.2 0.0 55.7 9.0 0.0 13.1 1.4 Prop In Lane 1.00 0.12 1.00 0.50 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 169 0 378 115 0 305 0 2120 946 0 2120 983 V/C Ratio(X) 0.56 0.00 0.92 0.36 0.00 0.91 0.00 0.80 0.22 0.00 0.30 0.04 Avail Cap(c a), veh/h 252 0 463 243 0 434 0 2120 946 0 2120 983 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 0.00 1.00 1.00 0.00 1.00 0.00 0.64 0.64 0.00 1.00 1.00 Uniform Delay (d), s/veh 48.3 0.0 58.1 50.2 0.0 60.2 0.0 20.6 11.9 0.0 12.7 10.5 Incr Delay (d2), s/veh 1.1 0.0 20.9 0.7 0.0 16.8 0.0 2.1 0.3 0.0 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 5.1 0.0 21.1 2.2 0.0 17.1 0.0 25.8 16.6 0.0 8.2 3.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.4 0.0 79.0 50.9 0.0 77.0 0.0 22.7 12.3 0.0 13.1 10.6 LnGrp LOS D A E D A E A C B A B B Approach Vol, veh/h 444 319 1895 681 Approach Delay, s/veh 72.7 73.7 21.5 12.9 Approach LOS E E C B Timer -Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 14.9 33.6 101.5 10.6 38.0 101.5 Change Period (Y+Rc), s 6.5 6.5 7.0 6.5 6.5 7.0 Max Green Setting (Gmax), s 15.5 38.5 76.0 15.5 38.5 76.0 Max Q Clear Time (g_c+I1), s 8.5 26.2 15.1 5.0 30.5 57.7 Green Ext Time (p_c), s 0.0 0.9 12.9 0.0 0.9 17.0 Intersection Summary HCM 6th Ctrl Delay 31.6 HCM 6th LOS C Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation - MUT 4: Meridian Rd & Amity Rd 2021 Existing AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� tt r* tt r* Traffic Volume (vph) 78 251 35 35 117 119 0 1332 165 0 585 35 Future Volume (vph) 78 251 35 35 117 119 0 1332 165 0 585 35 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 13 12 12 12 12 13 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.98 1.00 0.92 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1788 1848 1676 1849 3353 1500 3353 1550 Flt Permitted 0.25 1.00 0.22 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 462 1848 383 1849 3353 1500 3353 1550 Peak -hour factor, PHF 0.82 0.82 0.82 0.85 0.85 0.85 0.79 0.79 0.79 0.91 0.91 0.91 Adj. Flow (vph) 95 306 43 41 138 140 0 1686 209 0 643 38 RTOR Reduction (vph) 0 4 0 0 26 0 0 0 78 0 0 14 Lane Group Flow (vph) 95 345 0 41 252 0 0 1686 131 0 643 24 Turn Type pm+pt NA pm+pt NA NA Perm NA Perm Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 43.7 33.8 36.1 30.0 90.1 90.1 90.1 90.1 Effective Green, g (s) 49.9 37.3 43.1 33.5 94.1 94.1 94.1 94.1 Actuated g/C Ratio 0.33 0.25 0.29 0.22 0.63 0.63 0.63 0.63 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 272 459 192 412 2103 941 2103 972 v/s Ratio Prot c0.03 c0.19 0.01 0.14 c0.50 0.19 v/s Ratio Perm 0.08 0.05 0.09 0.02 v/c Ratio 0.35 0.75 0.21 0.61 0.80 0.14 0.31 0.02 Uniform Delay, d1 36.9 52.1 40.5 52.4 21.0 11.4 12.9 10.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 6.5 0.2 2.3 3.3 0.3 0.4 0.0 Delay (s) 37.2 58.6 40.7 54.7 24.3 11.7 13.3 10.6 Level of Service D E D D C B B B Approach Delay (s) 54.0 52.9 22.9 13.1 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 27.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation - Six Lanes on Meridian Rd 4: Meridian Rd & Amity Rd 2021 Existing PM Peak Hour -11 --1. 4--- t I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) tt ) tt Traffic Volume (veh/h) 53 124 21 100 281 84 29 859 50 124 1525 88 Future Volume (veh/h) 53 124 21 100 281 84 29 859 50 124 1525 88 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1772 1772 1843 1843 1772 1772 Adj Flow Rate, veh/h 69 161 27 109 305 91 32 944 55 135 1658 96 Peak Hour Factor 0.77 0.77 0.77 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 140 333 56 304 324 97 41 2111 123 156 2413 140 Arrive On Green 0.04 0.22 0.22 0.06 0.24 0.24 0.02 0.45 0.45 0.09 0.52 0.52 Sat Flow, veh/h 1755 1538 258 1688 1363 407 1688 4676 272 1755 4677 271 Grp Volume(v), veh/h 69 0 188 109 0 396 32 650 349 135 1143 611 Grp Sat Flow(s),veh/h/In 1755 0 1796 1688 0 1770 1688 1612 1723 1755 1612 1723 Q Serve(g_s), s 4.6 0.0 13.7 7.5 0.0 32.9 2.8 20.8 20.9 11.4 39.8 39.9 Cycle Q Clear(g_c), s 4.6 0.0 13.7 7.5 0.0 32.9 2.8 20.8 20.9 11.4 39.8 39.9 Prop In Lane 1.00 0.14 1.00 0.23 1.00 0.16 1.00 0.16 Lane Grp Cap(c), veh/h 140 0 389 304 0 421 41 1456 778 156 1664 889 V/C Ratio(X) 0.49 0.00 0.48 0.36 0.00 0.94 0.77 0.45 0.45 0.86 0.69 0.69 Avail Cap(c a), veh/h 248 0 473 372 0 466 169 1456 778 176 1664 889 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 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.1 0.0 51.4 42.3 0.0 56.1 72.7 28.3 28.3 67.4 27.2 27.2 Incr Delay (d2), s/veh 1.0 0.0 0.7 0.3 0.0 25.7 10.7 1.0 1.9 28.6 2.3 4.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 3.6 0.0 10.3 5.6 0.0 24.2 2.4 12.5 13.5 10.3 21.2 23.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.1 0.0 52.1 42.6 0.0 81.8 83.5 29.3 30.2 96.0 29.6 31.6 LnGrp LOS D A D D A F F C C F C C Approach Vol, veh/h 257 505 1031 1889 Approach Delay, s/veh 50.8 73.3 31.3 35.0 Approach LOS D E C C Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.7 42.2 10.7 84.4 15.9 39.0 20.4 74.7 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmax), s 15.5 39.5 15.0 53.0 15.5 39.5 15.0 53.0 Max Q Clear Time (g_c+I1), s 6.6 34.9 4.8 41.9 9.5 15.7 13.4 22.9 Green Ext Time (p_c), s 0.0 0.8 0.0 10.2 0.1 0.7 0.0 15.7 Intersection Summary HCM 6th Ctrl Delay 40.3 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation - Six Lanes on Meridian Rd 4: Meridian Rd & Amity Rd 2021 Existing PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) tt ) tt Traffic Volume (vph) 53 124 21 100 281 84 29 859 50 124 1525 88 Future Volume (vph) 53 124 21 100 281 84 29 859 50 124 1525 88 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 12 12 13 13 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.98 1.00 0.97 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1842 1676 1931 1676 4778 1732 4778 Flt Permitted 0.16 1.00 0.41 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 293 1842 724 1931 1676 4778 1732 4778 Peak -hour factor, PHF 0.77 0.77 0.77 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Adj. Flow (vph) 69 161 27 109 305 91 32 944 55 135 1658 96 RTOR Reduction (vph) 0 5 0 0 7 0 0 4 0 0 3 0 Lane Group Flow (vph) 69 183 0 109 389 0 32 995 0 135 1751 0 Turn Type pm+pt NA pm+pt NA Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 Actuated Green, G (s) 38.2 31.1 46.2 35.1 5.3 66.2 14.6 75.5 Effective Green, g (s) 45.2 34.6 52.2 38.6 9.3 70.2 18.6 79.5 Actuated g/C Ratio 0.30 0.23 0.35 0.26 0.06 0.47 0.12 0.53 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 193 424 344 496 103 2236 214 2532 v/s Ratio Prot c0.03 0.10 c0.03 c0.20 0.02 0.21 c0.08 c0.37 v/s Ratio Perm 0.08 0.08 v/c Ratio 0.36 0.43 0.32 0.78 0.31 0.45 0.63 0.69 Uniform Delay, d1 40.2 49.3 34.8 51.8 67.3 26.8 62.4 26.2 Progression Factor 1.00 1.00 1.00 1.00 1.29 0.66 1.21 0.44 Incremental Delay, d2 0.4 0.5 0.2 7.6 0.6 0.6 2.9 1.0 Delay (s) 40.6 49.8 35.0 59.5 87.3 18.2 78.7 12.5 Level of Service D D C E F B E B Approach Delay (s) 47.4 54.2 20.3 17.2 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 25.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 75.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation - MUT 4: Meridian Rd & Amity Rd 2021 Existing PM Peak Hour -11 --1. 4--- t I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� tt r tt r Traffic Volume (veh/h) 53 124 21 100 281 84 0 888 174 0 1649 117 Future Volume (veh/h) 53 124 21 100 281 84 0 888 174 0 1649 117 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 0 1772 1843 0 1772 1772 Adj Flow Rate, veh/h 69 161 27 109 305 91 0 976 191 0 1792 127 Peak Hour Factor 0.77 0.77 0.77 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 0 2 2 0 2 2 Cap, veh/h 135 328 55 299 320 95 0 1988 922 0 1988 887 Arrive On Green 0.04 0.21 0.21 0.06 0.23 0.23 0.00 0.59 0.59 0.00 0.59 0.59 Sat Flow, veh/h 1755 1538 258 1688 1363 407 0 3455 1562 0 3455 1502 Grp Volume(v), veh/h 69 0 188 109 0 396 0 976 191 0 1792 127 Grp Sat Flow(s),veh/h/In 1755 0 1796 1688 0 1770 0 1683 1562 0 1683 1502 Q Serve(g_s), s 4.6 0.0 13.8 7.5 0.0 33.1 0.0 25.1 8.6 0.0 69.9 5.7 Cycle Q Clear(g_c), s 4.6 0.0 13.8 7.5 0.0 33.1 0.0 25.1 8.6 0.0 69.9 5.7 Prop In Lane 1.00 0.14 1.00 0.23 0.00 1.00 0.00 1.00 Lane Grp Cap(c), veh/h 135 0 383 299 0 415 0 1988 922 0 1988 887 V/C Ratio(X) 0.51 0.00 0.49 0.36 0.00 0.95 0.00 0.49 0.21 0.00 0.90 0.14 Avail Cap(c a), veh/h 244 0 425 367 0 419 0 1988 922 0 1988 887 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 0.00 1.00 1.00 0.00 1.00 0.00 0.94 0.94 0.00 1.00 1.00 Uniform Delay (d), s/veh 46.6 0.0 51.9 42.7 0.0 56.6 0.0 17.7 14.3 0.0 26.9 13.7 Incr Delay (d2), s/veh 1.1 0.0 0.7 0.3 0.0 32.1 0.0 0.8 0.5 0.0 7.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 3.6 0.0 10.3 5.6 0.0 25.1 0.0 14.0 16.7 0.0 35.5 12.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.7 0.0 52.6 43.0 0.0 88.7 0.0 18.5 14.8 0.0 34.0 14.1 LnGrp LOS D A D D A F A B B A C B Approach Vol, veh/h 257 505 1167 1919 Approach Delay, s/veh 51.3 78.8 17.9 32.7 Approach LOS D E B C Timer -Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.7 41.7 95.6 16.0 38.5 95.6 Change Period (Y+Rc), s 6.5 6.5 7.0 6.5 6.5 7.0 Max Green Setting (Gmax), s 15.5 35.5 79.0 15.5 35.5 79.0 Max Q Clear Time (g_c+I1), s 6.6 35.1 71.9 9.5 15.8 27.1 Green Ext Time (p_c), s 0.0 0.1 6.9 0.1 0.7 24.7 Intersection Summary HCM 6th Ctrl Delay 35.5 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation - MUT 4: Meridian Rd & Amity Rd 2021 Existing PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� tt r* tt r* Traffic Volume (vph) 53 124 21 100 281 84 0 888 174 0 1649 117 Future Volume (vph) 53 124 21 100 281 84 0 888 174 0 1649 117 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 12 12 13 13 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.98 1.00 0.97 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Satd. Flow (prot) 1788 1842 1676 1931 3353 1550 3353 1500 Flt Permitted 0.14 1.00 0.40 1.00 1.00 1.00 1.00 1.00 Satd. Flow (perm) 269 1842 713 1931 3353 1550 3353 1500 Peak -hour factor, PHF 0.77 0.77 0.77 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Adj. Flow (vph) 69 161 27 109 305 91 0 976 191 0 1792 127 RTOR Reduction (vph) 0 4 0 0 7 0 0 0 73 0 0 49 Lane Group Flow (vph) 69 184 0 109 389 0 0 976 118 0 1792 78 Turn Type pm+pt NA pm+pt NA NA Perm NA Perm Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 37.5 30.3 45.5 34.3 88.5 88.5 88.5 88.5 Effective Green, g (s) 44.5 33.8 51.5 37.8 92.5 92.5 92.5 92.5 Actuated g/C Ratio 0.30 0.23 0.34 0.25 0.62 0.62 0.62 0.62 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 188 415 339 486 2067 955 2067 925 v/s Ratio Prot c0.03 0.10 0.03 c0.20 0.29 c0.53 v/s Ratio Perm 0.08 0.08 0.08 0.05 v/c Ratio 0.37 0.44 0.32 0.80 0.47 0.12 0.87 0.08 Uniform Delay, d1 40.8 50.0 35.3 52.5 15.5 11.9 23.7 11.6 Progression Factor 1.00 1.00 1.00 1.00 1.01 1.88 1.57 2.76 Incremental Delay, d2 0.4 0.6 0.2 8.7 0.8 0.3 3.6 0.1 Delay (s) 41.2 50.6 35.5 61.2 16.4 22.7 40.8 32.2 Level of Service D D D E B C D C Approach Delay (s) 48.0 55.7 17.4 40.2 Approach LOS D E B D Intersection Summary HCM 2000 Control Delay 35.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. �NGINRING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX E: 2025 BACKGROUND CAPACITY ANALYSIS REPORTS June 2021 HCM 6th TWSC 2025 Background 1: Linder Rd & Overland Rd AM Peak Hour Intersection Int Delay, s/veh 8.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r ) tt r Traffic Vol, veh/h 584 35 53 235 84 427 Future Vol, veh/h 584 35 53 235 84 427 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 50 - 250 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 3 2 2 2 2 Mvmt Flow 635 38 58 255 91 464 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 673 0 879 318 Stage 1 - - - - 635 - Stage 2 - - 244 - 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 - 914 - 287 678 Stage 1 - - 490 - Stage 2 - - - 774 - Platoon blocked, % - - Mov Cap-1 Maneuver - 914 - 269 678 Mov Cap-2 Maneuver - - 269 - Stage 1 - - 490 - Stage 2 - 725 - Approach EB WB NB HCM Control Delay, s 0 1.7 21.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 N13Ln2 EBT EBR WBL WBT Capacity (veh/h) 269 678 914 HCM Lane V/C Ratio 0.339 0.685 0.063 HCM Control Delay (s) 25.1 21 - 9.2 HCM Lane LOS D C A HCM 95th %tile Q(veh) 1.4 5.4 0.2 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th AWSC 2025 Background 2: Linder Rd & Victory Rd AM Peak Hour Intersection Intersection Delay, s/veh 14.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 201 7 11 93 5 33 311 49 7 26 11 Future Vol, veh/h 75 201 7 11 93 5 33 311 49 7 26 11 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 Heavy Vehicles, % 2 4 2 2 2 2 2 2 2 17 2 2 Mvmt Flow 83 223 8 12 103 6 37 346 54 8 29 12 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 13.7 10.3 16.8 9.7 HCM LOS B B C A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 8% 27% 10% 16% Vol Thru, % 79% 71 % 85% 59% Vol Right, % 12% 2% 5% 25% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 393 283 109 44 LT Vol 33 75 11 7 Through Vol 311 201 93 26 RT Vol 49 7 5 11 Lane Flow Rate 437 314 121 49 Geometry Grp 1 1 1 1 Degree of Util (X) 0.631 0.483 0.196 0.082 Departure Headway (Hd) 5.206 5.53 5.817 6.053 Convergence, Y/N Yes Yes Yes Yes Cap 694 651 615 590 Service Time 3.241 3.569 3.866 4.109 HCM Lane V/C Ratio 0.63 0.482 0.197 0.083 HCM Control Delay 16.8 13.7 10.3 9.7 HCM Lane LOS C B B A HCM 95th-tile Q 4.5 2.6 0.7 0.3 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Background 3: Meridian Rd & Victory Rd II AM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) t ) tt r Traffic Volume (veh/h) 112 127 37 31 41 204 42 1142 74 82 444 36 Future Volume (veh/h) 112 127 37 31 41 204 42 1142 74 82 444 36 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 122 138 40 34 46 227 46 1241 80 91 493 40 Peak Hour Factor 0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 327 279 81 235 293 248 506 1641 106 110 1845 823 Arrive On Green 0.07 0.21 0.21 0.03 0.17 0.17 0.02 0.34 0.34 0.07 0.55 0.55 Sat Flow, veh/h 1688 1320 383 1688 1772 1502 1688 3211 207 1688 3367 1502 Grp Volume(v), veh/h 122 0 178 34 46 227 46 650 671 91 493 40 Grp Sat Flow(s),veh/h/ln1688 0 1703 1688 1772 1502 1688 1683 1735 1688 1683 1502 Q Serve(g_s), s 8.8 0.0 13.8 2.5 3.3 22.3 1.9 51.3 51.5 8.0 11.6 1.9 Cycle Q Clear(g_c), s 8.8 0.0 13.8 2.5 3.3 22.3 1.9 51.3 51.5 8.0 11.6 1.9 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.12 1.00 1.00 Lane Grp Cap(c), veh/h 327 0 360 235 293 248 506 860 887 110 1845 823 V/C Ratio(X) 0.37 0.00 0.49 0.14 0.16 0.92 0.09 0.76 0.76 0.82 0.27 0.05 Avail Cap(c a), veh/h 375 0 454 361 473 400 627 860 887 169 1845 823 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.39 0.39 0.39 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.6 0.0 52.1 50.3 53.7 61.6 16.6 41.0 41.1 69.2 17.9 15.7 Incr Delay (d2), s/veh 0.3 0.0 0.4 0.1 0.1 12.1 0.0 2.5 2.4 14.6 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/lr6.7 0.0 10.0 1.9 2.7 14.0 1.3 27.1 27.9 6.8 7.8 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.9 0.0 52.5 50.4 53.8 73.7 16.7 43.5 43.5 83.8 18.3 15.8 LnGrp LOS D A D D D E B D D F B B Approach Vol, veh/h 300 307 1367 624 Approach Delay, s/veh 49.8 68.1 42.6 27.7 Approach LOS D E D C Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t7.8 31.8 11.3 89.2 10.8 38.7 16.8 83.7 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmal�,.a 40.0 15.0 52.0 15.0 40.0 15.0 52.0 Max Q Clear Time (g_c+M,83 24.3 3.9 13.6 4.5 15.8 10.0 53.5 Green Ext Time (p_c), s 0.1 0.5 0.0 4.7 0.0 0.6 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 42.8 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Background 3: Meridian Rd & Victory Rd AIM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r t tt r Traffic Volume (vph) 112 127 37 31 41 204 42 1142 74 82 444 36 Future Volume (vph) 112 127 37 31 41 204 42 1142 74 82 444 36 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 1.00 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) 1676 1705 1676 1765 1500 1676 3322 1676 3353 1500 Flt Permitted 0.62 1.00 0.52 1.00 1.00 0.47 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1087 1705 910 1765 1500 833 3322 1676 3353 1500 Peak -hour factor, PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Adj. Flow (vph) 122 138 40 34 46 227 46 1241 80 91 493 40 RTOR Reduction (vph) 0 8 0 0 0 198 0 2 0 0 0 15 Lane Group Flow (vph) 122 170 0 34 46 29 46 1319 0 91 493 25 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Prot NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green, G (s) 34.8 22.1 21.4 15.4 15.4 86.2 80.9 13.0 88.6 88.6 Effective Green, g (s) 39.1 26.1 29.4 19.4 19.4 94.2 84.9 17.0 92.6 92.6 Actuated g/C Ratio 0.26 0.17 0.20 0.13 0.13 0.63 0.57 0.11 0.62 0.62 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.5 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 348 296 229 228 194 575 1880 189 2069 926 v/s Ratio Prot c0.04 c0.10 0.01 0.03 0.00 c0.40 c0.05 0.15 v/s Ratio Perm 0.05 0.02 0.02 0.05 0.02 v/c Ratio 0.35 0.57 0.15 0.20 0.15 0.08 0.70 0.48 0.24 0.03 Uniform Delay, d1 44.3 56.8 49.5 58.4 58.0 10.7 23.4 62.4 12.9 11.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.27 0.23 1.00 1.00 1.00 Incremental Delay, d2 0.2 1.7 0.1 0.2 0.1 0.0 1.1 1.4 0.3 0.1 Delay (s) 44.5 58.5 49.6 58.5 58.1 2.9 6.5 63.8 13.1 11.2 Level of Service D E D E E A A E B B Approach Delay (s) 52.8 57.2 6.4 20.4 Approach LOS D E A C Intersection Summary HCM 2000 Control Delay 21.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Background 4: Meridian Rd & Amity Rd II AM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) t ) t Traffic Volume (veh/h) 98 317 44 44 148 150 11 1403 106 69 552 27 Future Volume (veh/h) 98 317 44 44 148 150 11 1403 106 69 552 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1843 1772 1772 1772 1772 1843 Adj Flow Rate, veh/h 109 352 49 49 164 167 12 1559 118 76 607 30 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 171 375 52 120 173 177 497 1644 124 118 1758 87 Arrive On Green 0.06 0.24 0.24 0.03 0.21 0.21 0.01 0.52 0.52 0.07 1.00 1.00 Sat Flow, veh/h 1755 1583 220 1688 837 852 1755 3174 239 1688 3265 161 Grp Volume(v), veh/h 109 0 401 49 0 331 12 822 855 76 313 324 Grp Sat Flow(s),veh/h/ln1755 0 1803 1688 0 1689 1755 1683 1729 1688 1683 1743 Q Serve(g_s), s 7.3 0.0 32.7 3.4 0.0 29.0 0.5 69.0 70.8 3.2 0.0 0.0 Cycle Q Clear(g_c), s 7.3 0.0 32.7 3.4 0.0 29.0 0.5 69.0 70.8 3.2 0.0 0.0 Prop In Lane 1.00 0.12 1.00 0.50 1.00 0.14 1.00 0.09 Lane Grp Cap(c), veh/h 171 0 427 120 0 350 497 872 895 118 906 938 V/C Ratio(X) 0.64 0.00 0.94 0.41 0.00 0.95 0.02 0.94 0.96 0.64 0.35 0.35 Avail Cap(c a), veh/h 245 0 427 241 0 355 650 872 895 230 906 938 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(1) 1.00 0.00 1.00 1.00 0.00 1.00 0.45 0.45 0.45 0.94 0.94 0.94 Uniform Delay (d), s/veh 45.9 0.0 56.1 47.6 0.0 58.6 16.6 34.1 34.5 34.1 0.0 0.0 Incr Delay (d2), s/veh 1.5 0.0 28.4 0.8 0.0 33.6 0.0 10.8 12.0 2.0 1.0 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(95%),veh/Ir5.7 0.0 24.7 2.6 0.0 21.7 0.3 34.3 36.3 2.4 0.4 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.3 0.0 84.5 48.4 0.0 92.2 16.6 44.9 46.5 36.1 1.0 0.9 LnGrp LOS D A F D A F B D D D A A Approach Vol, veh/h 510 380 1689 713 Approach Delay, s/veh 76.6 86.6 45.5 4.7 Approach LOS E F D A Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t5.7 37.6 9.0 87.7 11.2 42.1 12.0 84.7 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmal�,.Fs 31.5 15.0 61.0 15.5 31.5 15.0 61.0 Max Q Clear Time (g_c+119,33 31.0 2.5 2.0 5.4 34.7 5.2 72.8 Green Ext Time (p_c), s 0.1 0.1 0.0 11.2 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 46.2 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Background 4: Meridian Rd & Amity Rd AIM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t t Traffic Volume (vph) 98 317 44 44 148 150 11 1403 106 69 552 27 Future Volume (vph) 98 317 44 44 148 150 11 1403 106 69 552 27 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 13 12 12 12 12 13 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.98 1.00 0.92 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1848 1676 1849 1732 3318 1676 3329 Flt Permitted 0.19 1.00 0.17 1.00 0.37 1.00 0.05 1.00 Satd. Flow (perm) 365 1848 307 1849 677 3318 89 3329 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 Adj. Flow (vph) 109 352 49 49 164 167 12 1559 118 76 607 30 RTOR Reduction (vph) 0 3 0 0 24 0 0 3 0 0 2 0 Lane Group Flow (vph) 109 398 0 49 307 0 12 1674 0 76 635 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 47.6 36.9 39.2 32.7 74.1 71.9 85.1 77.4 Effective Green, g (s) 53.4 40.4 46.2 36.2 82.1 75.9 90.6 81.4 Actuated g/C Ratio 0.36 0.27 0.31 0.24 0.55 0.51 0.60 0.54 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 264 497 185 446 414 1678 177 1806 v/s Ratio Prot c0.04 c0.22 0.02 0.17 0.00 c0.50 c0.03 0.19 v/s Ratio Perm 0.11 0.06 0.01 0.22 v/c Ratio 0.41 0.80 0.26 0.69 0.03 1.00 0.43 0.35 Uniform Delay, d1 35.6 51.1 39.1 51.8 15.7 36.9 30.8 19.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.59 1.43 Incremental Delay, d2 0.4 8.8 0.3 4.0 0.0 21.4 0.6 0.5 Delay (s) 36.0 59.8 39.3 55.8 15.7 58.3 49.5 28.2 Level of Service D E D E B E D C Approach Delay (s) 54.7 53.6 58.0 30.4 Approach LOS D D E C Intersection Summary HCM 2000 Control Delay 51.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 86.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Background 1: Linder Rd & Overland Rd PM Peak Hour Intersection Int Delay, s/veh 4.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r ) tt r Traffic Vol, veh/h 312 41 273 701 53 97 Future Vol, veh/h 312 41 273 701 53 97 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 100 - 100 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 332 44 290 746 56 103 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 376 0 1285 166 Stage 1 - - - - 332 - Stage 2 - - 953 - 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 - 1179 - 156 849 Stage 1 - - 699 - Stage 2 - - - 335 - Platoon blocked, % - Mov Cap-1 Maneuver - 1179 - 118 849 Mov Cap-2 Maneuver - - 118 - Stage 1 - - 699 - Stage 2 - 253 - Approach EB WB NB HCM Control Delay, s 0 2.5 27.8 HCM LOS D Minor Lane/Major Mvmt NBLn1 N13Ln2 EBT EBR WBL WBT Capacity (veh/h) 118 849 - 1179 HCM Lane V/C Ratio 0.478 0.122 - 0.246 HCM Control Delay (s) 60.7 9.8 - 9 HCM Lane LOS F A - A HCM 95th %tile Q(veh) 2.1 0.4 - 1 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th AWSC 2025 Background 2: Linder Rd & Victory Rd PM Peak Hour Intersection Intersection Delay, s/veh 16.1 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 138 30 107 302 14 14 50 29 14 193 37 Future Vol, veh/h 5 138 30 107 302 14 14 50 29 14 193 37 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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 3 Mvmt Flow 6 153 33 119 336 16 16 56 32 16 214 41 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SIB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SIB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 11.4 20.7 10.6 13.6 HCM LOS B C B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 3% 25% 6% Vol Thru, % 54% 80% 71 % 79% Vol Right, % 31 % 17% 3% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 93 173 423 244 LT Vol 14 5 107 14 Through Vol 50 138 302 193 RT Vol 29 30 14 37 Lane Flow Rate 103 192 470 271 Geometry Grp 1 1 1 1 Degree of Util (X) 0.177 0.307 0.709 0.443 Departure Headway (Hd) 6.18 5.755 5.431 5.884 Convergence, Y/N Yes Yes Yes Yes Cap 576 621 663 607 Service Time 4.273 3.831 3.489 3.958 HCM Lane V/C Ratio 0.179 0.309 0.709 0.446 HCM Control Delay 10.6 11.4 20.7 13.6 HCM Lane LOS B B C B HCM 95th-tile Q 0.6 1.3 5.9 2.3 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Background 3: Meridian Rd & Victory Rd II PM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) t ) tt r Traffic Volume (veh/h) 86 133 64 101 169 126 37 973 33 246 1618 58 Future Volume (veh/h) 86 133 64 101 169 126 37 973 33 246 1618 58 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 96 148 71 109 182 135 40 1046 35 262 1721 62 Peak Hour Factor 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 210 166 80 182 272 230 51 1703 57 346 1917 855 Arrive On Green 0.06 0.15 0.15 0.07 0.15 0.15 0.03 0.51 0.51 0.09 0.57 0.57 Sat Flow, veh/h 1688 1131 543 1688 1772 1502 1688 3324 111 1688 3367 1502 Grp Volume(v), veh/h 96 0 219 109 182 135 40 530 551 262 1721 62 Grp Sat Flow(s),veh/h/ln1688 0 1674 1688 1772 1502 1688 1683 1752 1688 1683 1502 Q Serve(g_s), s 7.2 0.0 19.3 8.1 14.5 12.5 3.5 33.6 33.6 10.7 67.5 2.8 Cycle Q Clear(g_c), s 7.2 0.0 19.3 8.1 14.5 12.5 3.5 33.6 33.6 10.7 67.5 2.8 Prop In Lane 1.00 0.32 1.00 1.00 1.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 210 0 245 182 272 230 51 863 898 346 1917 855 V/C Ratio(X) 0.46 0.00 0.89 0.60 0.67 0.59 0.79 0.61 0.61 0.76 0.90 0.07 Avail Cap(c a), veh/h 277 0 446 238 473 400 169 863 898 480 1917 855 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(1) 1.00 0.00 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 50.7 0.0 62.8 50.9 59.9 59.1 72.3 26.0 26.0 21.8 28.4 14.5 Incr Delay (d2), s/veh 0.6 0.0 4.5 1.2 1.1 0.9 17.9 3.3 3.1 3.7 7.1 0.2 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(95%),veh/Ir5.5 0.0 13.3 6.3 10.8 8.2 3.1 19.4 20.0 7.4 34.9 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.3 0.0 67.3 52.1 61.0 59.9 90.2 29.3 29.2 25.5 35.6 14.7 LnGrp LOS D A E D E E F C C C D B Approach Vol, veh/h 315 426 1121 2045 Approach Delay, s/veh 62.4 58.4 31.4 33.6 Approach LOS E E C C Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t6.1 30.0 11.5 92.4 17.1 29.0 20.1 83.9 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gmal�,.a 40.0 15.0 52.0 15.0 40.0 25.0 42.0 Max Q Clear Time (g_c+119,2; 16.5 5.5 69.5 10.1 21.3 12.7 35.6 Green Ext Time (p_c), s 0.0 0.8 0.0 0.0 0.0 0.7 0.4 3.9 Intersection Summary HCM 6th Ctrl Delay 38.0 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Background 3: Meridian Rd & Victory Rd PM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r t tt r Traffic Volume (vph) 86 133 64 101 169 126 37 973 33 246 1618 58 Future Volume (vph) 86 133 64 101 169 126 37 973 33 246 1618 58 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.95 1.00 1.00 0.85 1.00 1.00 1.00 1.00 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) 1676 1679 1676 1765 1500 1676 3337 1676 3353 1500 Flt Permitted 0.40 1.00 0.29 1.00 1.00 0.95 1.00 0.13 1.00 1.00 Satd. Flow (perm) 714 1679 509 1765 1500 1676 3337 233 3353 1500 Peak -hour factor, PHF 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 0.94 0.94 0.94 Adj. Flow (vph) 96 148 71 109 182 135 40 1046 35 262 1721 62 RTOR Reduction (vph) 0 13 0 0 0 110 0 1 0 0 0 27 Lane Group Flow (vph) 96 206 0 109 182 25 40 1080 0 262 1721 35 Turn Type pm+pt NA pm+pt NA Perm Prot NA pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 4 4 Actuated Green, G (s) 33.8 22.9 35.4 23.7 23.7 7.5 66.4 94.4 79.9 79.9 Effective Green, g (s) 41.8 26.9 43.4 27.7 27.7 11.5 70.4 98.4 83.9 83.9 Actuated g/C Ratio 0.28 0.18 0.29 0.18 0.18 0.08 0.47 0.66 0.56 0.56 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.5 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 294 301 269 325 277 128 1566 393 1875 839 v/s Ratio Prot 0.03 c0.12 c0.04 0.10 0.02 0.32 c0.11 c0.51 v/s Ratio Perm 0.06 0.07 0.02 0.33 0.02 v/c Ratio 0.33 0.68 0.41 0.56 0.09 0.31 0.69 0.67 0.92 0.04 Uniform Delay, d1 41.8 57.6 41.3 55.6 50.7 65.5 31.2 23.9 29.9 14.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.44 0.48 1.00 1.00 1.00 Incremental Delay, d2 0.2 5.0 0.4 1.3 0.1 0.8 1.9 3.8 8.7 0.1 Delay (s) 42.0 62.6 41.7 56.9 50.8 95.2 16.9 27.7 38.6 15.0 Level of Service D E D E D F B C D B Approach Delay (s) 56.3 51.1 19.7 36.5 Approach LOS E D B D Intersection Summary HCM 2000 Control Delay 34.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 82.1 % ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Background 4: Meridian Rd & Amity Rd II PM Peak Hour -11 --1. i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) t ) t Traffic Volume (veh/h) 72 169 29 136 382 114 31 912 53 132 1619 93 Future Volume (veh/h) 72 169 29 136 382 114 31 912 53 132 1619 93 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1772 1772 1843 1843 1772 1772 Adj Flow Rate, veh/h 80 188 32 148 415 124 34 1002 58 143 1760 101 Peak Hour Factor 0.90 0.90 0.90 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 132 300 51 284 313 94 91 1577 91 286 1673 95 Arrive On Green 0.05 0.20 0.20 0.08 0.23 0.23 0.03 0.49 0.49 0.05 0.52 0.52 Sat Flow, veh/h 1755 1535 261 1688 1362 407 1688 3234 187 1755 3238 184 Grp Volume(v), veh/h 80 0 220 148 0 539 34 521 539 143 908 953 Grp Sat Flow(s),veh/h/ln1755 0 1796 1688 0 1770 1688 1683 1738 1755 1683 1739 Q Serve(g_s), s 5.4 0.0 16.8 10.3 0.0 34.5 1.5 34.5 34.5 6.1 77.5 77.5 Cycle Q Clear(g_c), s 5.4 0.0 16.8 10.3 0.0 34.5 1.5 34.5 34.5 6.1 77.5 77.5 Prop In Lane 1.00 0.15 1.00 0.23 1.00 0.11 1.00 0.11 Lane Grp Cap(c), veh/h 132 0 351 284 0 407 91 821 847 286 870 899 V/C Ratio(X) 0.61 0.00 0.63 0.52 0.00 1.32 0.38 0.64 0.64 0.50 1.04 1.06 Avail Cap(c a), veh/h 229 0 413 319 0 407 217 821 847 389 870 899 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 0.00 1.00 1.00 0.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.8 0.0 55.3 43.5 0.0 57.8 36.0 28.5 28.5 22.5 36.2 36.2 Incr Delay (d2), s/veh 1.7 0.0 1.8 0.6 0.0 162.2 0.8 3.3 3.2 0.5 42.6 47.4 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(95%),veh/lr4.3 0.0 12.2 7.7 0.0 49.5 1.1 19.6 20.1 4.3 51.4 55.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.5 0.0 57.2 44.1 0.0 220.0 36.8 31.9 31.8 23.0 78.8 83.6 LnGrp LOS D A E D A F D C C C F F Approach Vol, veh/h 300 687 1094 2004 Approach Delay, s/veh 55.1 182.1 32.0 77.1 Approach LOS E F C E Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t3.7 41.0 10.8 84.5 18.9 35.8 15.2 80.1 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmal�,.Fs 34.5 15.0 58.0 15.5 34.5 17.0 56.0 Max Q Clear Time (g_c+I17�,43 36.5 3.5 79.5 12.3 18.8 8.1 36.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.1 0.7 0.1 12.7 Intersection Summary HCM 6th Ctrl Delay 81.1 HCM 6th LOS F Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Background 4: Meridian Rd & Amity Rd PM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t t Traffic Volume (vph) 72 169 29 136 382 114 31 912 53 132 1619 93 Future Volume (vph) 72 169 29 136 382 114 31 912 53 132 1619 93 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 12 12 13 13 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.98 1.00 0.97 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1841 1676 1931 1676 3325 1732 3326 Flt Permitted 0.10 1.00 0.41 1.00 0.06 1.00 0.12 1.00 Satd. Flow (perm) 185 1841 715 1931 107 3325 224 3326 Peak -hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Adj. Flow (vph) 80 188 32 148 415 124 34 1002 58 143 1760 101 RTOR Reduction (vph) 0 4 0 0 7 0 0 3 0 0 3 0 Lane Group Flow (vph) 80 216 0 148 532 0 34 1057 0 143 1858 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 46.0 37.3 54.0 41.3 67.1 62.1 78.9 68.0 Effective Green, g (s) 53.0 40.8 60.0 44.8 75.1 66.1 84.0 72.0 Actuated g/C Ratio 0.35 0.27 0.40 0.30 0.50 0.44 0.56 0.48 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 195 500 389 576 147 1465 275 1596 v/s Ratio Prot c0.03 0.12 c0.04 c0.28 0.01 0.32 c0.05 c0.56 v/s Ratio Perm 0.11 0.11 0.10 0.24 v/c Ratio 0.41 0.43 0.38 0.92 0.23 0.72 0.52 1.16 Uniform Delay, d1 37.5 45.1 30.5 50.9 32.2 34.4 22.5 39.0 Progression Factor 1.00 1.00 1.00 1.00 1.30 0.63 1.13 0.61 Incremental Delay, d2 0.5 0.4 0.2 20.6 0.3 2.8 0.5 78.7 Delay (s) 38.1 45.5 30.7 71.5 42.2 24.6 25.9 102.5 Level of Service D D C E D C C F Approach Delay (s) 43.5 62.7 25.2 97.0 Approach LOS D E C F Intersection Summary HCM 2000 Control Delay 68.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.98 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 100.6% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Linder Rd & Overland Rd 2025 Background AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r tt r Traffic Volume (veh/h) 584 35 53 235 84 427 Future Volume (veh/h) 584 35 53 235 84 427 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, veh/h/In 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 649 39 59 261 93 474 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 975 435 305 1504 582 598 Arrive On Green 0.29 0.29 0.05 0.45 0.34 0.34 Sat Flow, veh/h 3455 1502 1688 3455 1688 1502 Grp Volume(v), veh/h 649 39 59 261 93 474 Grp Sat Flow(s),veh/h/In 1683 1502 1688 1683 1688 1502 Q Serve(g_s), s 9.8 1.1 1.3 2.7 2.2 16.0 Cycle Q Clear(g_c), s 9.8 1.1 1.3 2.7 2.2 16.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 975 435 305 1504 582 598 V/C Ratio(X) 0.67 0.09 0.19 0.17 0.16 0.79 Avail Cap(c a), veh/h 4616 2059 625 5785 1142 1096 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 18.0 14.9 12.9 9.6 13.1 15.3 Incr Delay (d2), s/veh 0.8 0.1 0.3 0.1 0.1 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 6.0 0.6 0.8 1.4 1.2 8.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.8 15.0 13.2 9.6 13.2 17.7 LnGrp LOS B B B A B B Approach Vol, veh/h 688 320 567 Approach Delay, s/veh 18.6 10.3 17.0 Approach LOS B B B Timer -Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 25.9 9.1 22.7 31.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 39.0 14.0 79.0 99.0 Max Q Clear Time (g_c+I1), s 18.0 3.3 11.8 4.7 Green Ext Time (p_c), s 1.9 0.1 4.9 1.7 Intersection Summary HCM 6th Ctrl Delay 16.3 HCM 6th LOS B Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 1: Linder Rd & Overland Rd 2025 Background AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r* tt r* Traffic Volume (vph) 584 35 53 235 84 427 Future Volume (vph) 584 35 53 235 84 427 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3353 1500 1676 3353 1676 1500 Flt Permitted 1.00 1.00 0.28 1.00 0.95 1.00 Satd. Flow (perm) 3353 1500 498 3353 1676 1500 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 649 39 59 261 93 474 RTOR Reduction (vph) 0 18 0 0 0 133 Lane Group Flow (vph) 649 21 59 261 93 341 Turn Type NA Perm pm+pt NA Prot pm+ov Protected Phases 4 3 8 2 3 Permitted Phases 4 8 2 Actuated Green, G (s) 17.9 17.9 32.8 32.8 7.1 16.0 Effective Green, g (s) 20.9 20.9 35.8 35.8 10.1 22.0 Actuated g/C Ratio 0.40 0.40 0.69 0.69 0.19 0.42 Clearance Time (s) 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 Lane Grp Cap (vph) 1350 604 613 2312 326 722 v/s Ratio Prot c0.19 0.02 0.08 0.06 c0.11 v/s Ratio Perm 0.01 0.04 0.12 v/c Ratio 0.48 0.03 0.10 0.11 0.29 0.47 Uniform Delay, d1 11.5 9.4 3.1 2.7 17.8 10.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.0 0.1 0.0 0.5 0.5 Delay (s) 11.8 9.4 3.2 2.7 18.3 11.3 Level of Service B A A A B B Approach Delay (s) 11.6 2.8 12.4 Approach LOS B A B Intersection Summary HCM 2000 Control Delay 10.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.51 Actuated Cycle Length (s) 51.9 Sum of lost time (s) 9.0 Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 4: Meridian Rd & Amity Rd 2025 Background AIM Peak Hour -11 --1. 4--- t I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) tt ) tt Traffic Volume (veh/h) 98 317 44 44 148 150 11 1403 106 69 552 27 Future Volume (veh/h) 98 317 44 44 148 150 11 1403 106 69 552 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1843 1772 1772 1772 1772 1843 Adj Flow Rate, veh/h 109 352 49 49 164 167 12 1559 118 77 613 30 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 296 374 52 119 380 309 23 2276 172 95 2548 124 Arrive On Green 0.06 0.24 0.24 0.03 0.21 0.21 0.01 0.50 0.50 0.06 0.54 0.54 Sat Flow, veh/h 1755 1583 220 1688 1843 1502 1755 4587 347 1688 4725 230 Grp Volume(v), veh/h 109 0 401 49 164 167 12 1096 581 77 417 226 Grp Sat Flow(s),veh/h/In 1755 0 1803 1688 1843 1502 1755 1612 1709 1688 1612 1731 Q Serve(g_s), s 7.3 0.0 32.8 3.4 11.6 14.9 1.0 38.9 38.9 6.8 10.3 10.4 Cycle Q Clear(g_c), s 7.3 0.0 32.8 3.4 11.6 14.9 1.0 38.9 38.9 6.8 10.3 10.4 Prop In Lane 1.00 0.12 1.00 1.00 1.00 0.20 1.00 0.13 Lane Grp Cap(c), veh/h 296 0 426 119 380 309 23 1600 848 95 1739 933 V/C Ratio(X) 0.37 0.00 0.94 0.41 0.43 0.54 0.52 0.68 0.69 0.81 0.24 0.24 Avail Cap(c a), veh/h 370 0 463 240 473 385 176 1600 848 169 1739 933 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 0.00 1.00 1.00 1.00 1.00 0.45 0.45 0.45 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.4 0.0 56.3 47.7 51.9 53.2 73.5 28.8 28.9 70.0 18.3 18.3 Incr Delay (d2), s/veh 0.3 0.0 26.5 0.9 0.6 1.1 3.0 1.1 2.1 6.1 0.3 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(95%),veh/In 5.6 0.0 24.5 2.6 9.1 9.4 0.8 18.5 19.8 5.4 6.7 7.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.7 0.0 82.8 48.6 52.5 54.3 76.6 29.9 30.9 76.1 18.6 18.9 LnGrp LOS D A F D D D E C C E B B Approach Vol, veh/h 510 380 1689 720 Approach Delay, s/veh 74.4 52.8 30.6 24.9 Approach LOS E D C C Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 15.7 37.4 9.0 87.9 11.2 41.9 15.4 81.4 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmax), s 15.5 38.5 15.0 54.0 15.5 38.5 15.0 54.0 Max Q Clear Time (g_c+I1), s 9.3 16.9 3.0 12.4 5.4 34.8 8.8 40.9 Green Ext Time (p_c), s 0.1 1.0 0.0 10.7 0.0 0.6 0.0 11.8 Intersection Summary HCM 6th Ctrl Delay 38.7 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 4: Meridian Rd & Amity Rd 2025 Background AIM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r* ) tt ) tt Traffic Volume (vph) 98 317 44 44 148 150 11 1403 106 69 552 27 Future Volume (vph) 98 317 44 44 148 150 11 1403 106 69 552 27 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 13 12 12 12 12 13 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1848 1676 2000 1500 1732 4767 1676 4784 Flt Permitted 0.46 1.00 0.16 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 869 1848 286 2000 1500 1732 4767 1676 4784 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) 109 352 49 49 164 167 12 1559 118 77 613 30 RTOR Reduction (vph) 0 4 0 0 0 127 0 5 0 0 3 0 Lane Group Flow (vph) 109 397 0 49 164 40 12 1672 0 77 640 0 Turn Type pm+pt NA pm+pt NA Perm Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 Actuated Green, G (s) 46.8 36.2 39.4 32.5 32.5 2.7 68.9 11.0 77.2 Effective Green, g (s) 53.1 39.7 46.4 36.0 36.0 6.7 72.9 15.0 81.2 Actuated g/C Ratio 0.35 0.26 0.31 0.24 0.24 0.04 0.49 0.10 0.54 Clearance Time (s) 6.5 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 394 489 184 480 360 77 2316 167 2589 v/s Ratio Prot c0.03 c0.22 0.02 0.08 0.01 c0.35 c0.05 0.13 v/s Ratio Perm 0.07 0.06 0.03 v/c Ratio 0.28 0.81 0.27 0.34 0.11 0.16 0.72 0.46 0.25 Uniform Delay, d1 33.8 51.7 39.0 47.2 44.5 68.9 30.5 63.7 18.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.72 Incremental Delay, d2 0.1 9.7 0.3 0.3 0.1 0.3 2.0 0.7 0.2 Delay (s) 33.9 61.4 39.3 47.5 44.6 69.3 32.5 52.3 13.3 Level of Service C E D D D E C D B Approach Delay (s) 55.5 45.2 32.8 17.5 Approach LOS E D C B Intersection Summary HCM 2000 Control Delay 34.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 73.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Linder Rd & Overland Rd 2025 Background PM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r tt r Traffic Volume (veh/h) 312 41 273 701 53 97 Future Volume (veh/h) 312 41 273 701 53 97 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, veh/h/In 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 347 46 303 779 59 108 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 763 340 679 1922 203 180 Arrive On Green 0.23 0.23 0.19 0.57 0.12 0.12 Sat Flow, veh/h 3455 1502 1688 3455 1688 1502 Grp Volume(v), veh/h 347 46 303 779 59 108 Grp Sat Flow(s),veh/h/In 1683 1502 1688 1683 1688 1502 Q Serve(g_s), s 2.9 0.8 3.7 4.2 1.0 2.2 Cycle Q Clear(g_c), s 2.9 0.8 3.7 4.2 1.0 2.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 763 340 679 1922 203 180 V/C Ratio(X) 0.45 0.14 0.45 0.41 0.29 0.60 Avail Cap(c a), veh/h 6761 3016 2184 10922 1825 1624 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 10.8 10.0 5.9 3.9 13.0 13.5 Incr Delay (d2), s/veh 0.4 0.2 0.5 0.1 0.8 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 1.3 0.3 1.0 0.5 0.6 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.2 10.2 6.4 4.0 13.8 16.7 LnGrp LOS B B A A B B Approach Vol, veh/h 393 1082 167 Approach Delay, s/veh 11.1 4.7 15.6 Approach LOS B A B Timer -Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 8.9 11.1 12.3 23.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 35.0 35.0 65.0 105.0 Max Q Clear Time (g_c+I1), s 4.2 5.7 4.9 6.2 Green Ext Time (p_c), s 0.5 0.9 2.5 6.0 Intersection Summary HCM 6th Ctrl Delay 7.3 HCM 6th LOS A Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 1: Linder Rd & Overland Rd 2025 Background PM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r* tt r* Traffic Volume (vph) 312 41 273 701 53 97 Future Volume (vph) 312 41 273 701 53 97 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3353 1500 1676 3353 1676 1500 Flt Permitted 1.00 1.00 0.44 1.00 0.95 1.00 Satd. Flow (perm) 3353 1500 771 3353 1676 1500 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 347 46 303 779 59 108 RTOR Reduction (vph) 0 31 0 0 0 87 Lane Group Flow (vph) 347 15 303 779 59 21 Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 4 3 8 2 Permitted Phases 4 8 2 Actuated Green, G (s) 11.0 11.0 25.9 25.9 5.6 5.6 Effective Green, g (s) 14.0 14.0 28.9 28.9 8.6 8.6 Actuated g/C Ratio 0.32 0.32 0.66 0.66 0.20 0.20 Clearance Time (s) 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 Lane Grp Cap (vph) 1079 482 759 2227 331 296 v/s Ratio Prot 0.10 c0.11 0.23 c0.04 v/s Ratio Perm 0.01 c0.16 0.01 v/c Ratio 0.32 0.03 0.40 0.35 0.18 0.07 Uniform Delay, d1 11.2 10.1 3.2 3.2 14.5 14.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.0 0.3 0.1 0.3 0.1 Delay (s) 11.3 10.1 3.5 3.3 14.8 14.3 Level of Service B B A A B B Approach Delay (s) 11.2 3.4 14.5 Approach LOS B A B Intersection Summary HCM 2000 Control Delay 6.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.38 Actuated Cycle Length (s) 43.5 Sum of lost time (s) 9.0 Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 4: Meridian Rd & Amity Rd 2025 Background PM Peak Hour -11 --1. 4--- t I Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) tt ) tt Traffic Volume (veh/h) 72 169 29 136 382 114 31 912 53 132 1619 93 Future Volume (veh/h) 72 169 29 136 382 114 31 912 53 132 1619 93 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1772 1772 1843 1843 1772 1772 Adj Flow Rate, veh/h 80 188 32 151 424 127 34 1013 59 147 1799 103 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 147 320 54 301 449 366 43 2025 118 168 2358 135 Arrive On Green 0.05 0.21 0.21 0.08 0.24 0.24 0.03 0.43 0.43 0.10 0.50 0.50 Sat Flow, veh/h 1755 1535 261 1688 1843 1502 1688 4676 272 1755 4681 268 Grp Volume(v), veh/h 80 0 220 151 424 127 34 698 374 147 1238 664 Grp Sat Flow(s),veh/h/In 1755 0 1796 1688 1843 1502 1688 1612 1723 1755 1612 1724 Q Serve(g_s), s 5.3 0.0 16.6 10.4 33.9 10.5 3.0 23.5 23.6 12.4 46.4 46.6 Cycle Q Clear(g_c), s 5.3 0.0 16.6 10.4 33.9 10.5 3.0 23.5 23.6 12.4 46.4 46.6 Prop In Lane 1.00 0.15 1.00 1.00 1.00 0.16 1.00 0.16 Lane Grp Cap(c), veh/h 147 0 374 301 449 366 43 1397 746 168 1624 868 V/C Ratio(X) 0.54 0.00 0.59 0.50 0.94 0.35 0.79 0.50 0.50 0.87 0.76 0.76 Avail Cap(c a), veh/h 245 0 461 336 473 385 169 1397 746 176 1624 868 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 0.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00 Uniform Delay (d), s/veh 46.5 0.0 53.6 41.9 55.7 46.9 72.7 30.8 30.8 66.9 30.0 30.0 Incr Delay (d2), s/veh 1.2 0.0 1.1 0.5 27.1 0.4 10.5 1.1 2.1 32.9 3.4 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 4.2 0.0 12.0 7.7 25.9 6.9 2.5 13.6 14.7 11.3 24.4 26.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.7 0.0 54.7 42.4 82.8 47.3 83.2 31.9 32.9 99.8 33.4 36.4 LnGrp LOS D A D D F D F C C F C D Approach Vol, veh/h 300 702 1106 2049 Approach Delay, s/veh 52.8 67.7 33.8 39.2 Approach LOS D E C D Timer -Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.6 43.0 10.8 82.5 18.9 37.7 21.4 72.0 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gmax), s 15.5 38.5 15.0 54.0 15.5 38.5 15.0 54.0 Max Q Clear Time (g_c+I1), s 7.3 35.9 5.0 48.6 12.4 18.6 14.4 25.6 Green Ext Time (p_c), s 0.0 0.6 0.0 5.2 0.1 0.8 0.0 16.3 Intersection Summary HCM 6th Ctrl Delay 43.5 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 4: Meridian Rd & Amity Rd 2025 Background PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r* ) tt ) tt Traffic Volume (vph) 72 169 29 136 382 114 31 912 53 132 1619 93 Future Volume (vph) 72 169 29 136 382 114 31 912 53 132 1619 93 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 12 12 13 13 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1841 1676 2000 1500 1676 4778 1732 4779 Flt Permitted 0.12 1.00 0.36 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 230 1841 634 2000 1500 1676 4778 1732 4779 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) 80 188 32 151 424 127 34 1013 59 147 1799 103 RTOR Reduction (vph) 0 5 0 0 0 94 0 4 0 0 3 0 Lane Group Flow (vph) 80 215 0 151 424 33 34 1068 0 147 1899 0 Turn Type pm+pt NA pm+pt NA Perm Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 Actuated Green, G (s) 40.3 31.5 49.1 35.9 35.9 6.6 63.2 15.1 71.7 Effective Green, g (s) 47.3 35.0 54.7 39.4 39.4 10.6 67.2 19.1 75.7 Actuated g/C Ratio 0.32 0.23 0.36 0.26 0.26 0.07 0.45 0.13 0.50 Clearance Time (s) 6.5 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 200 429 347 525 394 118 2140 220 2411 v/s Ratio Prot 0.03 0.12 c0.05 c0.21 0.02 0.22 c0.08 c0.40 v/s Ratio Perm 0.09 0.11 0.02 v/c Ratio 0.40 0.50 0.44 0.81 0.08 0.29 0.50 0.67 0.79 Uniform Delay, d1 39.4 49.9 34.3 51.8 41.7 66.1 29.4 62.4 30.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.20 0.61 0.86 1.51 Incremental Delay, d2 0.5 0.7 0.3 8.6 0.1 0.4 0.8 2.9 1.3 Delay (s) 39.9 50.6 34.6 60.4 41.8 79.5 18.9 56.6 47.3 Level of Service D D C E D E B E D Approach Delay (s) 47.7 51.5 20.7 48.0 Approach LOS D D C D Intersection Summary HCM 2000 Control Delay 41.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 78.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. ��1GI1l7F.IERING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX F: 2025 TOTAL CAPACITY ANALYSIS REPORTS June 2021 HCM 6th TWSC 2025 Total 1: Linder Rd & Overland Rd AM Peak Hour Intersection Int Delay, s/veh 10.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r ) tt r Traffic Vol, veh/h 584 35 75 235 84 491 Future Vol, veh/h 584 35 75 235 84 491 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 50 - 250 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 3 2 2 2 2 Mvmt Flow 635 38 82 255 91 534 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 673 0 927 318 Stage 1 - - - - 635 - Stage 2 - 292 - 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 914 267 678 Stage 1 - 490 - Stage 2 - 732 - Platoon blocked, % Mov Cap-1 Maneuver 914 243 678 Mov Cap-2 Maneuver - 243 - Stage 1 490 Stage 2 666 Approach EB WB NB HCM Control Delay, s 0 2.3 27.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 243 678 914 HCM Lane V/C Ratio 0.376 0.787 0.089 HCM Control Delay (s) 28.5 27 9.3 HCM Lane LOS D D A HCM 95th %tile Q(veh) 1.7 7.8 0.3 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th AWSC 2025 Total 2: Linder Rd & Victory Rd AM Peak Hour Intersection Intersection Delay, s/veh 17.9 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 104 209 7 13 96 5 33 346 55 7 35 24 Future Vol, veh/h 104 209 7 13 96 5 33 346 55 7 35 24 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 Heavy Vehicles, % 2 4 2 2 2 2 2 2 2 17 2 2 Mvmt Flow 116 232 8 14 107 6 37 384 61 8 39 27 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 16.5 11 21.9 10.4 HCM LOS C B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 8% 33% 11 % 11 % Vol Thru, % 80% 65% 84% 53% Vol Right, % 13% 2% 4% 36% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 434 320 114 66 LT Vol 33 104 13 7 Through Vol 346 209 96 35 RT Vol 55 7 5 24 Lane Flow Rate 482 356 127 73 Geometry Grp 1 1 1 1 Degree of Util (X) 0.73 0.575 0.218 0.129 Departure Headway (Hd) 5.447 5.821 6.208 6.315 Convergence, Y/N Yes Yes Yes Yes Cap 661 615 574 562 Service Time 3.508 3.889 4.296 4.41 HCM Lane V/C Ratio 0.729 0.579 0.221 0.13 HCM Control Delay 21.9 16.5 11 10.4 HCM Lane LOS C C B B HCM 95th-tile Q 6.3 3.6 0.8 0.4 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Total 3: Meridian Rd & Victory Rd II AM Peak Hour -11 --1' 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r ) t ) ++ r* Traffic Volume (veh/h) 119 134 37 31 43 204 42 1149 74 82 446 39 Future Volume (veh/h) 119 134 37 31 43 204 42 1149 74 82 446 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 129 146 40 34 48 227 46 1249 80 91 496 43 Peak Hour Factor 0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 331 288 79 233 293 248 500 1631 104 110 1834 818 Arrive On Green 0.08 0.22 0.22 0.03 0.17 0.17 0.03 0.51 0.51 0.07 0.54 0.54 Sat Flow, veh/h 1688 1339 367 1688 1772 1502 1688 3213 205 1688 3367 1502 Grp Volume(v), veh/h 129 0 186 34 48 227 46 654 675 91 496 43 Grp Sat Flow(s),veh/h/ln1688 0 1706 1688 1772 1502 1688 1683 1735 1688 1683 1502 Q Serve(g_s), s 9.3 0.0 14.4 2.5 3.5 22.3 2.0 46.9 47.1 8.0 11.8 2.0 Cycle Q Clear(g_c), s 9.3 0.0 14.4 2.5 3.5 22.3 2.0 46.9 47.1 8.0 11.8 2.0 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.12 1.00 1.00 Lane Grp Cap(c), veh/h 331 0 367 233 293 248 500 854 881 110 1834 818 V/C Ratio(X) 0.39 0.00 0.51 0.15 0.16 0.92 0.09 0.76 0.77 0.82 0.27 0.05 Avail Cap(c_a), veh/h 373 0 455 359 473 400 620 854 881 169 1834 818 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 0.00 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 45.4 0.0 51.9 50.3 53.7 61.6 16.7 29.7 29.8 69.2 18.2 16.0 Incr Delay (d2), s/veh 0.3 0.0 0.4 0.1 0.1 12.1 0.1 6.5 6.3 14.6 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln7.1 0.0 10.3 1.9 2.8 14.0 1.3 26.4 27.1 6.8 7.9 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.6 0.0 52.3 50.4 53.8 73.7 16.8 36.2 36.1 83.8 18.6 16.1 LnGrp LOS D A D D D E B D D F B B Approach Vol, veh/h 315 309 1375 630 Approach Delay, s/veh 49.6 68.0 35.5 27.9 Approach LOS D E D C Timer - Assianed Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t8.3 31.8 11.3 88.7 10.8 39.3 16.8 83.1 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gma#,.® 40.0 15.0 52.0 15.0 40.0 15.0 52.0 Max Q Clear Time (g_c+MI,3; 24.3 4.0 13.8 4.5 16.4 10.0 49.1 Green Ext Time (p-c), s 0.1 0.5 0.0 4.7 0.0 0.6 0.0 2.3 Intersection Summary HCM 6th Ctrl Delay 39.2 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Total 3: Meridian Rd & Victory Rd AIM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r* t tt r* Traffic Volume (vph) 119 134 37 31 43 204 42 1149 74 82 446 39 Future Volume (vph) 119 134 37 31 43 204 42 1149 74 82 446 39 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.97 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 At Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 1708 1676 1765 1500 1676 3323 1676 3353 1500 Flt Permitted 0.61 1.00 0.50 1.00 1.00 0.47 1.00 0.95 1.00 1.00 Satd. Flow (perm) 1080 1708 890 1765 1500 830 3323 1676 3353 1500 Peak -hour factor, PHF 0.92 0.92 0.92 0.90 0.90 0.90 0.92 0.92 0.92 0.90 0.90 0.90 Adj. Flow (vph) 129 146 40 34 48 227 46 1249 80 91 496 43 RTOR Reduction (vph) 0 7 0 0 0 197 0 2 0 0 0 17 Lane Group Flow (vph) 129 179 0 34 48 30 46 1327 0 91 496 26 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA Prot NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 8 4 Actuated Green, G (s) 35.8 22.8 21.8 15.8 15.8 85.5 80.2 13.0 87.9 87.9 Effective Green, g (s) 39.8 26.8 29.8 19.8 19.8 93.5 84.2 17.0 91.9 91.9 Actuated g/C Ratio 0.27 0.18 0.20 0.13 0.13 0.62 0.56 0.11 0.61 0.61 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.5 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 354 305 229 232 198 569 1865 189 2054 919 v/s Ratio Prot c0.04 c0.10 0.01 0.03 0.01 c0.40 c0.05 0.15 v/s Ratio Perm 0.06 0.02 0.02 0.05 0.02 v/c Ratio 0.36 0.59 0.15 0.21 0.15 0.08 0.71 0.48 0.24 0.03 Uniform Delay, d1 43.9 56.5 49.2 58.1 57.7 10.9 24.0 62.4 13.2 11.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 0.42 0.36 1.00 1.00 1.00 Incremental Delay, d2 0.2 1.8 0.1 0.2 0.1 0.0 1.1 1.4 0.3 0.1 Delay (s) 44.1 58.4 49.3 58.3 57.8 4.7 9.6 63.8 13.5 11.5 Level of Service D E D E E A A E B B Approach Delay (s) 52.5 56.9 9.5 20.6 Approach LOS D E A C Intersection Summar HCM 2000 Control Delay 22.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 69.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Total 4: Meridian Rd & Amity Rd II AM Peak Hour -11 --1' 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� ) 0 ) +T-) Traffic Volume (veh/h) 98 324 51 44 150 150 13 1403 106 69 552 27 Future Volume (veh/h) 98 324 51 44 150 150 13 1403 106 69 552 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1843 1772 1772 1772 1772 1843 Adj Flow Rate, veh/h 109 360 57 49 167 167 14 1559 118 76 607 30 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 171 370 59 109 176 176 427 1640 123 117 1748 86 Arrive On Green 0.06 0.24 0.24 0.03 0.21 0.21 0.01 0.52 0.52 0.03 0.54 0.54 Sat Flow, veh/h 1755 1553 246 1688 845 845 1755 3174 239 1688 3265 161 Grp Volume(v), veh/h 109 0 417 49 0 334 14 822 855 76 313 324 Grp Sat Flow(s),veh/h/ln1755 0 1799 1688 0 1691 1755 1683 1729 1688 1683 1743 Q Serve(g_s), s 7.3 0.0 34.5 3.4 0.0 29.2 0.6 69.2 70.9 3.2 15.9 15.9 Cycle Q Clear(g_c), s 7.3 0.0 34.5 3.4 0.0 29.2 0.6 69.2 70.9 3.2 15.9 15.9 Prop In Lane 1.00 0.14 1.00 0.50 1.00 0.14 1.00 0.09 Lane Grp Cap(c), veh/h 171 0 429 109 0 352 427 870 893 117 901 933 V/C Ratio(X) 0.64 0.00 0.97 0.45 0.00 0.95 0.03 0.94 0.96 0.65 0.35 0.35 Avail Cap(c_a), veh/h 244 0 429 231 0 355 577 870 893 230 901 933 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 0.00 1.00 1.00 0.00 1.00 0.45 0.45 0.45 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.7 0.0 56.6 47.8 0.0 58.6 17.2 34.2 34.7 35.4 19.9 19.9 Incr Delay (d2), s/veh 1.5 0.0 36.2 1.1 0.0 34.0 0.0 11.0 12.3 2.2 1.1 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/lr6.7 0.0 26.7 2.6 0.0 21.9 0.4 34.4 36.4 2.5 10.2 10.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.2 0.0 92.8 48.8 0.0 92.6 17.2 45.3 47.0 37.6 20.9 20.9 LnGrp LOS D A F D A F B D D D C C Approach Vol, veh/h 526 383 1691 713 Approach Delay, s/veh 83.4 87.0 45.9 22.7 Approach LOS F F D C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t5.7 37.8 9.2 87.3 11.2 42.3 12.0 84.5 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gma#,.s 31.5 15.0 61.0 15.5 31.5 15.0 61.0 Max Q Clear Time (g_c+119,3; 31.2 2.6 17.9 5.4 36.5 5.2 72.9 Green Ext Time (p-c), s 0.1 0.0 0.0 10.5 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 51.6 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Total 4: Meridian Rd & Amity Rd AIM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t t Traffic Volume (vph) 98 324 51 44 150 150 13 1403 106 69 552 27 Future Volume (vph) 98 324 51 44 150 150 13 1403 106 69 552 27 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 13 12 12 12 12 13 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.98 1.00 0.93 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1844 1676 1850 1732 3318 1676 3329 At Permitted 0.20 1.00 0.16 1.00 0.37 1.00 0.05 1.00 Satd. Flow (perm) 375 1844 278 1850 674 3318 90 3329 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 Adj. Flow (vph) 109 360 57 49 167 167 14 1559 118 76 607 30 RTOR Reduction (vph) 0 4 0 0 23 0 0 3 0 0 2 0 Lane Group Flow (vph) 109 413 0 49 311 0 14 1674 0 76 635 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 48.2 37.6 40.0 33.5 73.4 71.2 84.4 76.7 Effective Green, g (s) 54.1 41.1 47.0 37.0 81.4 75.2 89.9 80.7 Actuated g/C Ratio 0.36 0.27 0.31 0.25 0.54 0.50 0.60 0.54 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 268 505 180 456 409 1663 177 1791 v/s Ratio Prot c0.04 c0.22 0.02 0.17 0.00 c0.50 c0.03 0.19 v/s Ratio Perm 0.11 0.07 0.02 0.22 v/c Ratio 0.41 0.82 0.27 0.68 0.03 1.01 0.43 0.35 Uniform Delay, d1 35.1 51.0 38.8 51.2 16.0 37.4 31.1 19.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.65 0.91 Incremental Delay, d2 0.4 9.7 0.3 3.8 0.0 23.6 0.6 0.5 Delay (s) 35.5 60.7 39.1 55.0 16.0 61.0 20.8 18.6 Level of Service D E D D B E C B Approach Delay (s) 55.5 52.9 60.6 18.9 Approach LOS E D E B Intersection Summar HCM 2000 Control Delay 49.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 87.4% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 1: Linder Rd & Overland Rd PM Peak Hour Intersection Int Delay, s/veh 6.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r ) tt r Traffic Vol, veh/h 312 41 346 701 53 139 Future Vol, veh/h 312 41 346 701 53 139 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 100 - 100 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 332 44 368 746 56 148 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 376 0 1441 166 Stage 1 - - - - 332 - Stage 2 - 1109 - 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 1179 123 849 Stage 1 - 699 - Stage 2 - 277 - Platoon blocked, % Mov Cap-1 Maneuver 1179 85 849 Mov Cap-2 Maneuver - 85 - Stage 1 699 Stage 2 191 Approach EB WB NB HCM Control Delay, s 0 3.1 36.9 HCM LOS E Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 85 849 1179 HCM Lane V/C Ratio 0.663 0.174 0.312 HCM Control Delay (s) 107.2 10.1 9.4 HCM Lane LOS F B A HCM 95th %tile Q(veh) 3.1 0.6 1.3 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th AWSC 2025 Total 2: Linder Rd & Victory Rd PM Peak Hour Intersection Intersection Delay, s/veh 22.4 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 144 30 113 312 14 14 73 33 14 222 81 Future Vol, veh/h 24 144 30 113 312 14 14 73 33 14 222 81 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 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 3 Mvmt Flow 27 160 33 126 347 16 16 81 37 16 247 90 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 13.9 31.2 12.4 19.2 HCM LOS B D B C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 12% 26% 4% Vol Thru, % 61 % 73% 71 % 70% Vol Right, % 28% 15% 3% 26% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 120 198 439 317 LT Vol 14 24 113 14 Through Vol 73 144 312 222 RT Vol 33 30 14 81 Lane Flow Rate 133 220 488 352 Geometry Grp 1 1 1 1 Degree of Util (X) 0.256 0.399 0.821 0.619 Departure Headway (Hd) 6.914 6.523 6.063 6.323 Convergence, Y/N Yes Yes Yes Yes Cap 517 550 595 571 Service Time 4.993 4.594 4.119 4.382 HCM Lane V/C Ratio 0.257 0.4 0.82 0.616 HCM Control Delay 12.4 13.9 31.2 19.2 HCM Lane LOS B B D C HCM 95th-tile Q 1 1.9 8.4 4.2 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Total 3: Meridian Rd & Victory Rd II PM Peak Hour -11 --1' 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r ) ti� ) ++ r* Traffic Volume (veh/h) 91 138 64 101 177 126 37 977 33 246 1626 66 Future Volume (veh/h) 91 138 64 101 177 126 37 977 33 246 1626 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 101 153 71 109 190 135 40 1051 35 262 1730 70 Peak Hour Factor 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 209 171 79 182 272 231 51 1699 57 341 1908 851 Arrive On Green 0.06 0.15 0.15 0.07 0.15 0.15 0.03 0.51 0.51 0.09 0.57 0.57 Sat Flow, veh/h 1688 1145 531 1688 1772 1502 1688 3325 111 1688 3367 1502 Grp Volume(v), veh/h 101 0 224 109 190 135 40 532 554 262 1730 70 Grp Sat Flow(s),veh/h/ln1688 0 1676 1688 1772 1502 1688 1683 1752 1688 1683 1502 Q Serve(g_s), s 7.5 0.0 19.7 8.1 15.2 12.5 3.5 33.9 33.9 10.7 68.7 3.2 Cycle Q Clear(g_c), s 7.5 0.0 19.7 8.1 15.2 12.5 3.5 33.9 33.9 10.7 68.7 3.2 Prop In Lane 1.00 0.32 1.00 1.00 1.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 209 0 250 182 272 231 51 860 895 341 1908 851 V/C Ratio(X) 0.48 0.00 0.89 0.60 0.70 0.59 0.79 0.62 0.62 0.77 0.91 0.08 Avail Cap(c_a), veh/h 272 0 447 238 473 400 169 860 895 365 1908 851 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 0.00 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 50.3 0.0 62.6 50.7 60.2 59.0 72.3 26.2 26.2 22.2 28.9 14.8 Incr Delay (d2), s/veh 0.6 0.0 4.6 1.2 1.2 0.9 17.9 3.3 3.2 8.5 7.7 0.2 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(95%),veh/lr6.8 0.0 13.5 6.3 11.3 8.2 3.1 19.6 20.2 8.1 35.5 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.9 0.0 67.2 51.8 61.4 59.9 90.2 29.5 29.4 30.7 36.7 14.9 LnGrp LOS D A E D E E F C C C D B Approach Vol, veh/h 325 434 1126 2062 Approach Delay, s/veh 62.1 58.5 31.6 35.2 Approach LOS E E C D Timer - Assianed Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t6.4 30.0 11.5 92.0 17.1 29.4 19.9 83.7 Change Period (Y+Rc), s 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Max Green Setting (Gma#,.® 40.0 15.0 52.0 15.0 40.0 15.0 52.0 Max Q Clear Time (g_c+11q,�s 17.2 5.5 70.7 10.1 21.7 12.7 35.9 Green Ext Time (p-c), s 0.0 0.8 0.0 0.0 0.0 0.7 0.1 7.7 Intersection Summary HCM 6th Ctrl Delay 39.0 HCM 6th LOS D Notes User approved pedestrian interval to be less than phase max green. Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Total 3: Meridian Rd & Victory Rd PM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r* ti tt r* Traffic Volume (vph) 91 138 64 101 177 126 37 977 33 246 1626 66 Future Volume (vph) 91 138 64 101 177 126 37 977 33 246 1626 66 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00 Frt 1.00 0.95 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 At Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1676 1681 1676 1765 1500 1676 3337 1676 3353 1500 Flt Permitted 0.38 1.00 0.29 1.00 1.00 0.95 1.00 0.11 1.00 1.00 Satd. Flow (perm) 671 1681 507 1765 1500 1676 3337 201 3353 1500 Peak -hour factor, PHF 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 0.94 0.94 0.94 Adj. Flow (vph) 101 153 71 109 190 135 40 1051 35 262 1730 70 RTOR Reduction (vph) 0 13 0 0 0 107 0 1 0 0 0 31 Lane Group Flow (vph) 101 211 0 109 190 28 40 1085 0 262 1730 39 Turn Type pm+pt NA pm+pt NA Perm Prot NA pm+pt NA Perm Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 4 4 Actuated Green, G (s) 34.5 23.3 35.3 23.7 23.7 7.5 62.0 94.1 79.6 79.6 Effective Green, g (s) 42.5 27.3 43.3 27.7 27.7 11.5 66.0 98.1 83.6 83.6 Actuated g/C Ratio 0.28 0.18 0.29 0.18 0.18 0.08 0.44 0.65 0.56 0.56 Clearance Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.5 4.0 2.5 4.0 4.0 Lane Grp Cap (vph) 291 305 267 325 277 128 1468 417 1868 836 v/s Ratio Prot 0.04 c0.13 c0.04 0.11 0.02 0.33 c0.12 c0.52 v/s Ratio Perm 0.06 0.08 0.02 0.29 0.03 v/c Ratio 0.35 0.69 0.41 0.58 0.10 0.31 0.74 0.63 0.93 0.05 Uniform Delay, d1 41.4 57.4 41.4 55.9 50.8 65.5 34.9 27.9 30.4 15.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.44 0.71 1.00 1.00 1.00 Incremental Delay, d2 0.3 5.4 0.4 1.7 0.1 0.8 2.6 2.6 9.4 0.1 Delay (s) 41.7 62.8 41.8 57.6 50.9 94.8 27.2 30.5 39.8 15.2 Level of Service D E D E D F C C D B Approach Delay (s) 56.2 51.5 29.6 37.8 Approach LOS E D C D Intersection Summar HCM 2000 Control Delay 38.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 82.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary 2025 Total 4: Meridian Rd & Amity Rd II PM Peak Hour -11 --1' 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Traffic Volume (veh/h) 72 174 34 136 390 114 39 912 53 132 1619 93 Future Volume (veh/h) 72 174 34 136 390 114 39 912 53 132 1619 93 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1772 1772 1843 1843 1772 1772 Adj Flow Rate, veh/h 80 193 38 148 424 124 43 1002 58 143 1760 101 Peak Hour Factor 0.90 0.90 0.90 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 132 292 58 275 315 92 95 1577 91 286 1665 95 Arrive On Green 0.05 0.20 0.20 0.08 0.23 0.23 0.03 0.49 0.49 0.05 0.51 0.51 Sat Flow, veh/h 1755 1495 294 1688 1370 401 1688 3234 187 1755 3238 184 Grp Volume(v), veh/h 80 0 231 148 0 548 43 521 539 143 908 953 Grp Sat Flow(s),veh/h/ln1755 0 1790 1688 0 1771 1688 1683 1738 1755 1683 1739 Q Serve(g_s), s 5.4 0.0 17.9 10.3 0.0 34.5 1.9 34.5 34.5 6.1 77.1 77.1 Cycle Q Clear(g_c), s 5.4 0.0 17.9 10.3 0.0 34.5 1.9 34.5 34.5 6.1 77.1 77.1 Prop In Lane 1.00 0.16 1.00 0.23 1.00 0.11 1.00 0.11 Lane Grp Cap(c), veh/h 132 0 350 275 0 407 95 821 847 286 866 894 V/C Ratio(X) 0.61 0.00 0.66 0.54 0.00 1.35 0.45 0.64 0.64 0.50 1.05 1.07 Avail Cap(c_a), veh/h 229 0 412 310 0 407 217 821 847 389 866 894 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 0.00 1.00 1.00 0.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.8 0.0 55.7 43.6 0.0 57.8 35.9 28.5 28.5 22.5 36.4 36.4 Incr Delay (d2), s/veh 1.7 0.0 2.6 0.6 0.0 171.2 1.1 3.3 3.2 0.5 44.3 49.2 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(95%),veh/lr4.3 0.0 12.9 7.7 0.0 51.2 1.3 19.6 20.1 4.3 51.9 55.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.5 0.0 58.3 44.3 0.0 228.9 37.0 31.9 31.8 23.0 80.7 85.6 LnGrp LOS D A E D A F D C C C F F Approach Vol, veh/h 311 696 1103 2004 Approach Delay, s/veh 56.1 189.6 32.0 78.9 Approach LOS E F C E Timer - Assianed Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t3.7 41.0 11.2 84.1 18.9 35.8 15.2 80.1 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gma#,.s 34.5 15.0 58.0 15.5 34.5 17.0 56.0 Max Q Clear Time (g_c+ll ,4; 36.5 3.9 79.1 12.3 19.9 8.1 36.5 Green Ext Time (p-c), s 0.0 0.0 0.0 0.0 0.1 0.8 0.1 12.7 Intersection Summary HCM 6th Ctrl Delay 83.3 HCM 6th LOS F Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c 2025 Total 4: Meridian Rd & Amity Rd PM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t t Traffic Volume (vph) 72 174 34 136 390 114 39 912 53 132 1619 93 Future Volume (vph) 72 174 34 136 390 114 39 912 53 132 1619 93 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 12 12 13 13 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 0.98 1.00 0.97 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1836 1676 1932 1676 3325 1732 3326 At Permitted 0.10 1.00 0.39 1.00 0.06 1.00 0.12 1.00 Satd. Flow (perm) 185 1836 686 1932 107 3325 224 3326 Peak -hour factor, PHF 0.90 0.90 0.90 0.92 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 Adj. Flow (vph) 80 193 38 148 424 124 43 1002 58 143 1760 101 RTOR Reduction (vph) 0 4 0 0 6 0 0 3 0 0 3 0 Lane Group Flow (vph) 80 227 0 148 542 0 43 1057 0 143 1858 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 4 Actuated Green, G (s) 46.0 37.3 54.0 41.3 67.4 62.1 78.6 67.7 Effective Green, g (s) 53.0 40.8 60.0 44.8 75.4 66.1 84.0 71.7 Actuated g/C Ratio 0.35 0.27 0.40 0.30 0.50 0.44 0.56 0.48 Clearance Time (s) 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 195 499 381 577 151 1465 275 1589 v/s Ratio Prot c0.03 0.12 c0.04 c0.28 0.02 0.32 c0.05 c0.56 v/s Ratio Perm 0.11 0.11 0.13 0.24 v/c Ratio 0.41 0.45 0.39 0.94 0.28 0.72 0.52 1.17 Uniform Delay, d1 37.5 45.4 30.6 51.3 32.2 34.4 22.5 39.1 Progression Factor 1.00 1.00 1.00 1.00 1.57 0.63 1.45 0.50 Incremental Delay, d2 0.5 0.5 0.2 23.1 0.3 2.8 0.5 80.7 Delay (s) 38.1 45.8 30.9 74.4 50.9 24.5 33.0 100.4 Level of Service D D C E D C C F Approach Delay (s) 43.8 65.1 25.6 95.6 Approach LOS D E C F Intersection Summar HCM 2000 Control Delay 67.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 101.1% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Linder Rd & Overland Rd 2025 Total AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r* tt r* Traffic Volume (veh/h) 584 35 75 235 84 491 Future Volume (veh/h) 584 35 75 235 84 491 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, veh/h/In 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 649 39 83 261 93 546 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 940 419 293 1455 645 664 Arrive On Green 0.28 0.28 0.06 0.43 0.38 0.38 Sat Flow, veh/h 3455 1502 1688 3455 1688 1502 Grp Volume(v), veh/h 649 39 83 261 93 546 Grp Sat Flow(s),veh/h/In 1683 1502 1688 1683 1688 1502 Q Serve(g_s), s 11.1 1.2 2.1 3.1 2.3 20.6 Cycle Q Clear(g_c), s 11.1 1.2 2.1 3.1 2.3 20.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 940 419 293 1455 645 664 V/C Ratio(X) 0.69 0.09 0.28 0.18 0.14 0.82 Avail Cap(c_a), veh/h 4120 1838 558 5163 1019 997 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 20.8 17.2 15.0 11.3 13.0 15.8 Incr Delay (d2), s/veh 0.9 0.1 0.5 0.1 0.1 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 7.2 0.7 1.3 1.8 1.3 10.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.7 17.3 15.5 11.3 13.1 19.3 LnGrp LOS C B B B B B Approach Vol, veh/h 688 344 639 Approach Delay, s/veh 21.4 12.3 18.4 Approach LOS C B B Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 30.7 9.9 24.0 33.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 39.0 14.0 79.0 99.0 Max Q Clear Time (g_c+ll ), s 22.6 4.1 13.1 5.1 Green Ext Time (p-c), s 2.1 0.1 4.9 1.7 Intersection Summary HCM 6th Ctrl Delay 18.4 HCM 6th LOS B Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 1: Linder Rd & Overland Rd 2025 Total AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r tt r Traffic Volume (vph) 584 35 75 235 84 491 Future Volume (vph) 584 35 75 235 84 491 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3353 1500 1676 3353 1676 1500 Flt Permitted 1.00 1.00 0.27 1.00 0.95 1.00 Satd. Flow (perm) 3353 1500 485 3353 1676 1500 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 649 39 83 261 93 546 RTOR Reduction (vph) 0 18 0 0 0 128 Lane Group Flow (vph) 649 21 83 261 93 418 Turn Type NA Perm pm+pt NA Prot pm+ov Protected Phases 4 3 8 2 3 Permitted Phases 4 8 2 Actuated Green, G (s) 18.3 18.3 35.5 35.5 7.2 18.4 Effective Green, g (s) 21.3 21.3 38.5 38.5 10.2 24.4 Actuated g/C Ratio 0.39 0.39 0.70 0.70 0.19 0.45 Clearance Time (s) 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 Lane Grp Cap (vph) 1305 584 650 2359 312 751 v/s Ratio Prot c0.19 0.03 0.08 0.06 c0.14 v/s Ratio Perm 0.01 0.06 0.13 v/c Ratio 0.50 0.04 0.13 0.11 0.30 0.56 Uniform Delay, d1 12.6 10.3 3.2 2.6 19.2 11.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 0.0 0.1 0.0 0.5 0.9 Delay (s) 12.9 10.4 3.2 2.6 19.7 12.1 Level of Service B B A A B B Approach Delay (s) 12.8 2.8 13.2 Approach LOS B A B Intersection Summary HCM 2000 Control Delay 10.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 54.7 Sum of lost time (s) 9.0 Intersection Capacity Utilization 55.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 1: Linder Rd & Overland Rd 2025 Total PM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r tt r Traffic Volume (veh/h) 312 41 346 701 53 139 Future Volume (veh/h) 312 41 346 701 53 139 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, veh/h/In 1772 1772 1772 1772 1772 1772 Adj Flow Rate, veh/h 347 46 384 779 59 154 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 Cap, veh/h 667 297 660 1913 248 220 Arrive On Green 0.20 0.20 0.23 0.57 0.15 0.15 Sat Flow, veh/h 3455 1502 1688 3455 1688 1502 Grp Volume(v), veh/h 347 46 384 779 59 154 Grp Sat Flow(s),veh/h/In 1683 1502 1688 1683 1688 1502 Q Serve(g_s), s 3.9 1.1 6.5 5.5 1.3 4.1 Cycle Q Clear(g_c), s 3.9 1.1 6.5 5.5 1.3 4.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 667 297 660 1913 248 220 V/C Ratio(X) 0.52 0.15 0.58 0.41 0.24 0.70 Avail Cap(c_a), veh/h 5122 2284 1640 8323 1364 1214 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 15.1 14.0 8.2 5.1 15.9 17.1 Incr Delay (d2), s/veh 0.6 0.2 0.8 0.1 0.5 4.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/In 2.2 0.6 2.8 1.6 0.8 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.7 14.2 9.1 5.2 16.4 21.1 LnGrp LOS B B A A B C Approach Vol, veh/h 393 1163 213 Approach Delay, s/veh 15.5 6.5 19.8 Approach LOS B A B Timer - Assigned Phs 2 3 4 8 Phs Duration (G+Y+Rc), s 12.2 15.6 14.3 29.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 34.0 34.0 64.0 104.0 Max Q Clear Time (g_c+ll ), s 6.1 8.5 5.9 7.5 Green Ext Time (p-c), s 0.6 1.1 2.5 6.0 Intersection Summary HCM 6th Ctrl Delay 10.1 HCM 6th LOS B Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 1: Linder Rd & Overland Rd 2025 Total PM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r tt r Traffic Volume (vph) 312 41 346 701 53 139 Future Volume (vph) 312 41 346 701 53 139 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 0.95 1.00 1.00 0.95 1.00 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 3353 1500 1676 3353 1676 1500 Flt Permitted 1.00 1.00 0.42 1.00 0.95 1.00 Satd. Flow (perm) 3353 1500 745 3353 1676 1500 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 347 46 384 779 59 154 RTOR Reduction (vph) 0 33 0 0 0 120 Lane Group Flow (vph) 347 13 384 779 59 34 Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 4 3 8 2 Permitted Phases 4 8 2 Actuated Green, G (s) 10.6 10.6 27.1 27.1 7.3 7.3 Effective Green, g (s) 13.6 13.6 30.1 30.1 10.3 10.3 Actuated g/C Ratio 0.29 0.29 0.65 0.65 0.22 0.22 Clearance Time (s) 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 Lane Grp Cap (vph) 982 439 754 2175 372 332 v/s Ratio Prot 0.10 c0.15 0.23 c0.04 v/s Ratio Perm 0.01 c0.18 0.02 v/c Ratio 0.35 0.03 0.51 0.36 0.16 0.10 Uniform Delay, d1 12.9 11.7 4.0 3.7 14.6 14.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.0 0.5 0.1 0.2 0.1 Delay (s) 13.2 11.7 4.5 3.8 14.8 14.5 Level of Service B B A A B B Approach Delay (s) 13.0 4.1 14.6 Approach LOS B A B Intersection Summary HCM 2000 Control Delay 7.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.45 Actuated Cycle Length (s) 46.4 Sum of lost time (s) 9.0 Intersection Capacity Utilization 43.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 4: Meridian Rd & Amity Rd II 2025 Total AM Peak Hour -11 --1' 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r ) ft ) tt Traffic Volume (veh/h) 98 324 51 44 150 150 13 1403 106 69 552 27 Future Volume (veh/h) 98 324 51 44 150 150 13 1403 106 69 552 27 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1843 1772 1772 1772 1772 1843 Adj Flow Rate, veh/h 109 360 57 49 167 167 14 1559 118 76 607 30 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 304 379 60 117 396 322 26 2242 170 94 2501 123 Arrive On Green 0.06 0.24 0.24 0.03 0.21 0.21 0.01 0.49 0.49 0.06 0.53 0.53 Sat Flow, veh/h 1755 1553 246 1688 1843 1502 1755 4587 347 1688 4723 232 Grp Volume(v), veh/h 109 0 417 49 167 167 14 1096 581 76 413 224 Grp Sat Flow(s),veh/h/ln1755 0 1799 1688 1843 1502 1755 1612 1709 1688 1612 1730 Q Serve(g_s), s 7.2 0.0 34.2 3.4 11.7 14.7 1.2 39.5 39.5 6.7 10.4 10.5 Cycle Q Clear(g_c), s 7.2 0.0 34.2 3.4 11.7 14.7 1.2 39.5 39.5 6.7 10.4 10.5 Prop In Lane 1.00 0.14 1.00 1.00 1.00 0.20 1.00 0.13 Lane Grp Cap(c), veh/h 304 0 439 117 396 322 26 1576 835 94 1708 916 V/C Ratio(X) 0.36 0.00 0.95 0.42 0.42 0.52 0.54 0.70 0.70 0.81 0.24 0.24 Avail Cap(c_a), veh/h 378 0 462 238 473 385 176 1576 835 169 1708 916 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 0.00 1.00 1.00 1.00 1.00 0.45 0.45 0.45 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 0.0 55.8 47.0 50.9 52.0 73.4 29.7 29.7 70.0 19.0 19.1 Incr Delay (d2), s/veh 0.3 0.0 28.5 0.9 0.5 1.0 2.9 1.2 2.2 6.1 0.3 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(95%),veh/lr6.6 0.0 25.6 2.6 9.2 9.3 1.0 18.8 20.1 5.4 6.8 7.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.7 0.0 84.2 47.9 51.4 53.0 76.3 30.9 31.9 76.1 19.4 19.7 LnGrp LOS D A F D D D E C C E B B Approach Vol, veh/h 526 383 1691 713 Approach Delay, s/veh 75.6 51.6 31.6 25.5 Approach LOS E D C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t5.7 38.7 9.2 86.4 11.2 43.2 15.3 80.3 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gma#,.s 38.5 15.0 54.0 15.5 38.5 15.0 54.0 Max Q Clear Time (g_c+l1g,a 16.7 3.2 12.5 5.4 36.2 8.7 41.5 Green Ext Time (p-c), s 0.1 1.0 0.0 10.6 0.0 0.4 0.0 11.3 Intersection Summary HCM 6th Ctrl Delay 39.6 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 4: Meridian Rd & Amity Rd 2025 Total AIM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) tt ) tt Traffic Volume (vph) 98 324 51 44 150 150 13 1403 106 69 552 27 Future Volume (vph) 98 324 51 44 150 150 13 1403 106 69 552 27 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 13 12 12 12 12 13 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1844 1676 2000 1500 1732 4767 1676 4784 Flt Permitted 0.47 1.00 0.15 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 877 1844 272 2000 1500 1732 4767 1676 4784 Peak -hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.91 0.91 0.91 Adj. Flow (vph) 109 360 57 49 167 167 14 1559 118 76 607 30 RTOR Reduction (vph) 0 4 0 0 0 125 0 5 0 0 3 0 Lane Group Flow (vph) 109 413 0 49 167 42 14 1672 0 76 634 0 Turn Type pm+pt NA pm+pt NA Perm Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 Actuated Green, G (s) 48.0 37.5 40.8 33.9 33.9 2.8 67.6 11.0 75.8 Effective Green, g (s) 54.4 41.0 47.8 37.4 37.4 6.8 71.6 15.0 79.8 Actuated g/C Ratio 0.36 0.27 0.32 0.25 0.25 0.05 0.48 0.10 0.53 Clearance Time (s) 6.5 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 403 504 184 498 374 78 2275 167 2545 v/s Ratio Prot c0.03 c0.22 0.02 0.08 0.01 c0.35 c0.05 0.13 v/s Ratio Perm 0.07 0.07 0.03 v/c Ratio 0.27 0.82 0.27 0.34 0.11 0.18 0.74 0.46 0.25 Uniform Delay, d1 32.9 51.0 38.3 46.1 43.5 68.9 31.6 63.6 18.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.71 Incremental Delay, d2 0.1 10.1 0.3 0.3 0.1 0.4 2.2 0.7 0.2 Delay (s) 33.1 61.1 38.6 46.4 43.6 69.3 33.7 52.0 13.7 Level of Service C E D D D E C D B Approach Delay (s) 55.3 44.2 34.0 17.8 Approach LOS E D C B Intersection Summary HCM 2000 Control Delay 35.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th Signalized Intersection Summary Mitigation 4: Meridian Rd & Amity Rd II 2025 Total PM Peak Hour -11 --1' 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r ) ft ) tt Traffic Volume (veh/h) 72 174 34 136 390 114 39 912 53 132 1619 93 Future Volume (veh/h) 72 174 34 136 390 114 39 912 53 132 1619 93 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1843 1843 1772 1772 1843 1772 1772 1772 1843 1843 1772 1772 Adj Flow Rate, veh/h 80 193 38 151 433 127 43 1013 59 147 1799 103 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 152 328 65 305 468 382 54 1978 115 168 2278 130 Arrive On Green 0.05 0.22 0.22 0.08 0.25 0.25 0.03 0.42 0.42 0.10 0.49 0.49 Sat Flow, veh/h 1755 1495 294 1688 1843 1502 1688 4676 272 1755 4681 268 Grp Volume(v), veh/h 80 0 231 151 433 127 43 698 374 147 1238 664 Grp Sat Flow(s),veh/h/ln1755 0 1790 1688 1843 1502 1688 1612 1723 1755 1612 1724 Q Serve(g_s), s 5.3 0.0 17.4 10.2 34.4 10.3 3.8 23.9 24.0 12.4 48.0 48.2 Cycle Q Clear(g_c), s 5.3 0.0 17.4 10.2 34.4 10.3 3.8 23.9 24.0 12.4 48.0 48.2 Prop In Lane 1.00 0.16 1.00 1.00 1.00 0.16 1.00 0.16 Lane Grp Cap(c), veh/h 152 0 392 305 468 382 54 1365 729 168 1569 839 V/C Ratio(X) 0.52 0.00 0.59 0.50 0.92 0.33 0.79 0.51 0.51 0.87 0.79 0.79 Avail Cap(c_a), veh/h 251 0 567 341 584 476 169 1365 729 176 1569 839 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 0.00 1.00 1.00 1.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.4 0.0 52.5 40.9 54.5 45.6 72.1 31.9 31.9 66.9 32.1 32.1 Incr Delay (d2), s/veh 1.0 0.0 1.0 0.5 17.6 0.4 8.1 1.2 2.3 32.9 4.1 7.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/lr4.2 0.0 12.4 7.6 24.8 6.8 3.1 13.8 14.9 11.3 25.4 27.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.5 0.0 53.5 41.4 72.2 46.0 80.2 33.1 34.2 99.8 36.2 39.7 LnGrp LOS D A D D E D F C C F D D Approach Vol, veh/h 311 711 1115 2049 Approach Delay, s/veh 51.7 60.9 35.3 41.9 Approach LOS D E D D Timer - Assianed Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), t3.5 44.6 11.8 80.0 18.8 39.4 21.4 70.5 Change Period (Y+Rc), s 6.5 6.5 7.0 7.0 6.5 6.5 7.0 7.0 Max Green Setting (Gma#,.s 47.5 15.0 45.0 15.5 47.5 15.0 45.0 Max Q Clear Time (g_c+ll ,3; 36.4 5.8 50.2 12.2 19.4 14.4 26.0 Green Ext Time (p-c), s 0.0 1.8 0.0 0.0 0.1 1.0 0.0 12.4 Intersection Summary HCM 6th Ctrl Delay 44.1 HCM 6th LOS D Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM2000 Intersection v/c Mitigation 4: Meridian Rd & Amity Rd 2025 Total PM Peak Hour -11 --1. 4--- t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� t r ) tt ) tt Traffic Volume (vph) 72 174 34 136 390 114 39 912 53 132 1619 93 Future Volume (vph) 72 174 34 136 390 114 39 912 53 132 1619 93 Ideal Flow (vphpl) 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Lane Width 14 14 12 12 16 12 12 12 13 13 12 12 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.99 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1788 1836 1676 2000 1500 1676 4778 1732 4779 Flt Permitted 0.14 1.00 0.36 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 257 1836 632 2000 1500 1676 4778 1732 4779 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) 80 193 38 151 433 127 43 1013 59 147 1799 103 RTOR Reduction (vph) 0 5 0 0 0 92 0 3 0 0 3 0 Lane Group Flow (vph) 80 226 0 151 433 35 43 1069 0 147 1899 0 Turn Type pm+pt NA pm+pt NA Perm Prot NA Prot NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 2 Actuated Green, G (s) 42.2 33.4 51.0 37.8 37.8 7.3 60.1 16.3 69.1 Effective Green, g (s) 49.2 36.9 56.6 41.3 41.3 11.3 64.1 20.3 73.1 Actuated g/C Ratio 0.33 0.25 0.38 0.28 0.28 0.08 0.43 0.14 0.49 Clearance Time (s) 6.5 6.5 6.5 6.5 6.5 7.0 7.0 7.0 7.0 Vehicle Extension (s) 2.0 2.5 2.0 2.5 2.5 2.0 6.0 2.0 6.0 Lane Grp Cap (vph) 209 451 354 550 413 126 2041 234 2328 v/s Ratio Prot 0.03 0.12 c0.05 c0.22 0.03 0.22 c0.08 c0.40 v/s Ratio Perm 0.09 0.11 0.02 v/c Ratio 0.38 0.50 0.43 0.79 0.08 0.34 0.52 0.63 0.82 Uniform Delay, d1 38.1 48.6 33.0 50.3 40.3 65.8 31.7 61.3 32.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.41 0.63 1.27 0.40 Incremental Delay, d2 0.4 0.6 0.3 7.1 0.1 0.5 0.9 1.7 1.5 Delay (s) 38.5 49.3 33.3 57.4 40.4 93.5 21.0 79.3 14.7 Level of Service D D C E D F C E B Approach Delay (s) 46.5 49.2 23.8 19.3 Approach LOS D D C B Intersection Summary HCM 2000 Control Delay 27.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.76 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC Mitigation 5: Access A & Victory Rd 2025 Total AM Peak Hour Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� t Traffic Vol, veh/h 283 12 16 137 36 37 Future Vol, veh/h 283 12 16 137 36 37 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 2 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 314 13 18 152 40 41 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 327 0 509 321 Stage 1 - - - - 321 - Stage 2 - 188 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1233 524 720 Stage 1 - 735 - Stage 2 - 844 - Platoon blocked, % Mov Cap-1 Maneuver 1233 516 720 Mov Cap-2 Maneuver - 651 - Stage 1 735 Stage 2 831 Approach EB WB NB HCM Control Delay, s 0 0.8 11 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 684 1233 HCM Lane V/C Ratio 0.119 0.014 HCM Control Delay (s) 11 8 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.4 0 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 5: Access A & Victory Rd AM Peak Hour Intersection Int Delay, s/veh 1.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol, veh/h 283 12 16 137 36 37 Future Vol, veh/h 283 12 16 137 36 37 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 314 13 18 152 40 41 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 327 0 509 321 Stage 1 - - - - 321 - Stage 2 - 188 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1233 524 720 Stage 1 - 735 - Stage 2 - 844 - Platoon blocked, % Mov Cap-1 Maneuver 1233 516 720 Mov Cap-2 Maneuver - 516 - Stage 1 735 Stage 2 830 Approach EB WB NB HCM Control Delay, s 0 0.8 11.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 603 1233 HCM Lane V/C Ratio 0.135 0.014 HCM Control Delay (s) 11.9 8 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.5 0 - Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 6: Linder Rd & Access B AM Peak Hour Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 0 7 2 0 34 2 416 1 12 52 3 Future Vol, veh/h 18 0 7 2 0 34 2 416 1 12 52 3 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 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 0 8 2 0 38 2 462 1 13 58 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 572 553 60 557 554 463 61 0 0 463 0 0 Stage 1 86 86 - 467 467 - - - - - - - Stage 2 486 467 - 90 87 - - - 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 431 441 1005 441 440 599 1542 1098 Stage 1 922 824 - 576 562 - - - Stage 2 563 562 - 917 823 - - - Platoon blocked, % Mov Cap-1 Maneuver 400 435 1005 433 434 599 1542 1098 Mov Cap-2 Maneuver 400 435 - 433 434 - - - Stage 1 920 814 575 561 Stage 2 526 561 899 813 Approach EB WB NB SIB HCM Control Delay, s 12.9 11.6 0 1.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1542 481 587 1098 HCM Lane V/C Ratio 0.001 0.058 0.068 0.012 HCM Control Delay (s) 7.3 0 12.9 11.6 8.3 0 HCM Lane LOS A A B B A A HCM 95th %tile Q(veh) 0 - 0.2 0.2 0 - Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC Mitigation 7: Linder Rd & Access C 2025 Total AM Peak Hour Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 7 14 4 2 61 5 395 1 22 51 8 Future Vol, veh/h 23 7 14 4 2 61 5 395 1 22 51 8 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 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 8 16 4 2 68 6 439 1 24 57 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 597 562 62 574 566 440 66 0 0 440 0 0 Stage 1 110 110 - 452 452 - - - - - - - Stage 2 487 452 - 122 114 - - - 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 415 436 1003 430 434 617 1536 1120 Stage 1 895 804 - 587 570 - - - Stage 2 562 570 - 882 801 - - - Platoon blocked, % Mov Cap-1 Maneuver 361 425 1003 409 423 617 1536 1120 Mov Cap-2 Maneuver 361 425 - 409 423 - - - Stage 1 891 787 584 567 Stage 2 496 567 841 784 Approach EB WB NB SIB HCM Control Delay, s 13.6 12 0.1 2.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1536 467 591 1120 HCM Lane V/C Ratio 0.004 0.105 0.126 0.022 HCM Control Delay (s) 7.4 0 13.6 12 8.3 HCM Lane LOS A A B B A HCM 95th %tile Q(veh) 0 - 0.3 0.4 0.1 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 7: Linder Rd & Access C AM Peak Hour Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 7 14 4 2 61 5 395 1 22 51 8 Future Vol, veh/h 23 7 14 4 2 61 5 395 1 22 51 8 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 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 8 16 4 2 68 6 439 1 24 57 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 597 562 62 574 566 440 66 0 0 440 0 0 Stage 1 110 110 - 452 452 - - - - - - - Stage 2 487 452 - 122 114 - - - 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 415 436 1003 430 434 617 1536 1120 Stage 1 895 804 - 587 570 - - - Stage 2 562 570 - 882 801 - - - Platoon blocked, % Mov Cap-1 Maneuver 360 424 1003 409 422 617 1536 1120 Mov Cap-2 Maneuver 360 424 - 409 422 - - - Stage 1 891 786 584 567 Stage 2 496 567 841 783 Approach EB WB NB SIB HCM Control Delay, s 13.6 12 0.1 2.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1536 466 591 1120 HCM Lane V/C Ratio 0.004 0.105 0.126 0.022 HCM Control Delay (s) 7.4 0 13.6 12 8.3 0 HCM Lane LOS A A B B A A HCM 95th %tile Q(veh) 0 - 0.3 0.4 0.1 - Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC Mitigation 5: Access A & Victory Rd 2025 Total PM Peak Hour Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� t Traffic Vol, veh/h 173 40 54 353 23 25 Future Vol, veh/h 173 40 54 353 23 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 2 Grade, % 0 - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 192 44 60 392 26 28 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 236 0 726 214 Stage 1 - - - - 214 - Stage 2 - 512 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1331 391 826 Stage 1 - 822 - Stage 2 - 602 - Platoon blocked, % Mov Cap-1 Maneuver 1331 373 826 Mov Cap-2 Maneuver - 522 - Stage 1 822 Stage 2 575 Approach EB WB NB HCM Control Delay, s 0 1 11.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 646 1331 HCM Lane V/C Ratio 0.083 0.045 HCM Control Delay (s) 11.1 7.8 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.3 0.1 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 5: Access A & Victory Rd PM Peak Hour Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations 1� Traffic Vol, veh/h 173 40 54 353 23 25 Future Vol, veh/h 173 40 54 353 23 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 192 44 60 392 26 28 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 236 0 726 214 Stage 1 - - - - 214 - Stage 2 - 512 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 3.518 3.318 Pot Cap-1 Maneuver 1331 391 826 Stage 1 - 822 - Stage 2 - 602 - Platoon blocked, % Mov Cap-1 Maneuver 1331 368 826 Mov Cap-2 Maneuver - 368 - Stage 1 822 Stage 2 567 Approach EB WB NB HCM Control Delay, s 0 1 12.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 517 1331 HCM Lane V/C Ratio 0.103 0.045 HCM Control Delay (s) 12.8 7.8 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.3 0.1 - Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 6: Linder Rd & Access B PM Peak Hour Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 4 1 0 23 7 111 2 37 354 11 Future Vol, veh/h 9 0 4 1 0 23 7 111 2 37 354 11 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 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 0 4 1 0 26 8 123 2 41 393 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 634 622 399 623 627 124 405 0 0 125 0 0 Stage 1 481 481 - 140 140 - - - - - - - Stage 2 153 141 - 483 487 - - - 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 392 403 651 398 400 927 1154 1462 Stage 1 566 554 - 863 781 - - - Stage 2 849 780 - 565 550 - - - Platoon blocked, % Mov Cap-1 Maneuver 369 386 651 382 383 927 1154 1462 Mov Cap-2 Maneuver 369 386 - 382 383 - - - Stage 1 562 534 857 776 Stage 2 820 775 541 530 Approach EB WB NB SIB HCM Control Delay, s 13.7 9.2 0.5 0.7 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1154 426 875 1462 HCM Lane V/C Ratio 0.007 0.034 0.03 0.028 HCM Control Delay (s) 8.1 0 13.7 9.2 7.5 0 HCM Lane LOS A A B A A A HCM 95th %tile Q(veh) 0 - 0.1 0.1 0.1 - Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC Mitigation 7: Linder Rd & Access C 2025 Total PM Peak Hour Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 4 11 3 8 40 17 100 4 68 334 24 Future Vol, veh/h 18 4 11 3 8 40 17 100 4 68 334 24 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 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 4 12 3 9 44 19 111 4 76 371 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 715 690 385 696 701 113 398 0 0 115 0 0 Stage 537 537 - 151 151 - - - - - - - Stage 2 178 153 - 545 550 - - - 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 346 368 663 356 363 940 1161 1474 Stage 1 528 523 - 851 772 - - - Stage 2 824 771 - 523 516 - - - Platoon blocked, % Mov Cap-1 Maneuver 306 343 663 328 338 940 1161 1474 Mov Cap-2 Maneuver 306 343 - 328 338 - - - Stage 1 519 496 837 759 Stage 2 763 758 483 489 Approach EB WB NB SIB HCM Control Delay, s 15.5 10.8 1.1 1.2 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1161 379 677 1474 HCM Lane V/C Ratio 0.016 0.097 0.084 0.051 HCM Control Delay (s) 8.2 0 15.5 10.8 7.6 HCM Lane LOS A A C B A HCM 95th %tile Q(veh) 0.1 - 0.3 0.3 0.2 Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. HCM 6th TWSC 2025 Total 7: Linder Rd & Access C PM Peak Hour Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 4 11 3 8 40 17 100 4 68 334 24 Future Vol, veh/h 18 4 11 3 8 40 17 100 4 68 334 24 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 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 4 12 3 9 44 19 111 4 76 371 27 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 715 690 385 696 701 113 398 0 0 115 0 0 Stage 537 537 - 151 151 - - - - - - - Stage 2 178 153 - 545 550 - - - 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 346 368 663 356 363 940 1161 1474 Stage 1 528 523 - 851 772 - - - Stage 2 824 771 - 523 516 - - - Platoon blocked, % Mov Cap-1 Maneuver 303 338 663 324 333 940 1161 1474 Mov Cap-2 Maneuver 303 338 - 324 333 - - - Stage 1 519 488 837 759 Stage 2 763 758 475 482 Approach EB WB NB SIB HCM Control Delay, s 15.6 10.9 1.1 1.2 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1161 376 672 1474 HCM Lane V/C Ratio 0.016 0.098 0.084 0.051 HCM Control Delay (s) 8.2 0 15.6 10.9 7.6 0 HCM Lane LOS A A C B A A HCM 95th %tile Q(veh) 0.1 - 0.3 0.3 0.2 - Jackson Ridge Estates - Meridian, Idaho Synchro 10 Report Traffic Impact Study - June 2021 CR Engineering, Inc. ��1GI1l7F.IERING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX G: TURN LANE WARRANT WORKSHEETS June 2021 G �q Elv r__� Ilv� Jackson Ridge Estates Meridian, Idaho ACHD Right -Turn Lane Guidelines for Four -Lane Roadways 2021 Existinq Traffic Speed Right -Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Overland Road & Linder Road EB I 45 I AM 30 529 No I PM 1 35 1 302 1 No lix 4_ C 415 n*h Mao►--:,., - - __ flhG b Ado R:q Lan -Turn 1 1 -> 60 MPI 100 500 M,i -RD,ia . _I-n E- ne --.rFc'i ,n; ,eh:h AM Peak O PM Peak 0 �q Elv r__� Ilv� Jackson Ridge Estates Meridian, Idaho ACHD Right -Turn Lane Guidelines for Four -Lane Roadways 2025 Background Traffic Speed Right -Turn Major Road Limit Peak Volume Volume Meet Intersection Approach (mph) Hour (vph) (vph) Warrant? O Overland Road & Linder Road EB I 45 I AM 35 619 No I PM 1 41 1 353 1 No i� li 4_ 45 n*h Mao►--:,., - - __ flhG b Ado R:q Lan -Turn 1 O -> 60 MP 600 M,i -RD,ia . _I-n E- ne --.rFc'i ,n; ,eh:h AM Peak O PM Peak 0 ENG � G, INC. Jackson Ridge Estates Meridian, Idaho ACHD Right -Turn Lane Guidelines for Two -Lane Roadways 2025 Total Traffic Intersection Approach Speed Limit (mph) Peak Hour Right -Turn Volume (vph) Major Road Volume (vph) Meet Warrant? O Access A & Victory Road EB 50 AM 12 295 No PM 40 213 No O Access B & Linder Road SIB 50 AM 3 67 No* PM 11 402 No O Access B & Linder Road NB 50 AM 1 419 No* PM 2 120 No* O Access C & Linder Road SIB 50 AM 8 81 No PM 24 426 No O Harris Street & Linder Road NB 50 AM 1 401 No* PM 4 121 No* *Right -turn volume less than 10 vph, off chart = Not Warranted f s 4'- Ro& I speeJ < 4 G rnph i 60 km: h 1 45 mO 7o kmfh Add Right-Tu Lane (80 N h) 4 T 200 ��7 �t-�i•-.i �] . 71�rno �,nllp .= I'PCj10f1�, V4`�h AM Peak Peak 0 PM Peak 0 1000 1100 ENGEr NG, INC. Jackson Ridge Estates Meridian, Idaho ACHD Left -Turn Lane Guidelines - 50 mph 2025 Total Traffic Intersection Approach Speed Limit Peak Hour Advancing Volume Opposing Volume Left -Turn Volume (%) Meet Warrant? O Access A & Victory Road WB 50 AM 153 295 10.5% No PM 407 213 13.3% Yes O Access B & Linder Road NB 50 AM 419 55 0.5% No PM 120 365 5.8% No O Access B & Linder Road SB 50 AM 67 417 18.5% No PM 402 113 9.2% No O Access C & Linder Road NB 50 AM 401 59 1.2% No PM 121 358 14.0% No O Harris Street & Linder Road SB 50 AM 81 396 27.0% No PM 426 104 15.9% Yes scJ S ?C3 0 Left Turn Lane warranted O 5 2 n4 Left -Tun Wai 1 Lane Not ranted 1 3 h5 4 2 30C Advancing Volume (VA), veh,h AM Peak 1O PM Peak 0 Jackson Ridge Estates - Meridian, Idaho Traffic Impact Study - June 2021 Access A WB Left -Turn Lane 2024 Total PM Peak Hour Phasing (200 DU) Figure 2 - 5. Guideline for determining the need for a major -road left -turn bay at a two-way stop -controlled intersection. 2-lane roadway (English) INPUT Variable Value 85`h percentile speed, mph: 50 Percent of left -turns in advancing volume (VA), %: 11% Advancing volume (VA), veh/h: 376 Opposinq volume (VA veh/h: 189 OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 381 Guidance for determining the need for a major -road left -turn bay: Left -turn treatment NOT warranted. CALIBRATION CONSTANTS Variable Value Average time for making left -turn, s: 3.0 Critical headway, s: 5.0 Average time for left -turn vehicle to clear the advancing lane, s: 1.9 800 t 700 o 600 500 400 > 300 200 N a 100 0- 0 0 warranted. I treatment not 0 100 200 300 400 500 600 700 Advancing Volume (VA), veh/h �NGINRING, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX H: MUTCD SIGNAL WARRANT WORKSHEETS June 2021 H Warrants Summary Report Ridge Estates - Meridian, Idaho 1: Overland Rd & Linder Rd (2021 Existing) Intersection Information Major Street Minor Street Street Name Overland Road Linder Road Direction EB/WB NB Number of Lanes 2 2 Approch Speed 45 45 Warrant Met? Notes Warrant 1, Eight -Hour Vehicular Volume Condition A or B Met? No—= 7 Hours met (8 required) Condition A and B Met i No 6 Hours met (8 required) Warrant 2, Four -Hour Vehicular Volume Yes 6 Hours met (4 required) CR Engineering, Inc. - April 2021 1 Warrant 1: Eight -hour Vehicular Volume Ridge Estates - Meridian, Idaho 1: Overland Rd & Linder Rd (2021 Existing) Intersection Information Major Street Name: Overland Road Major Street Direction: EB/WB Minor Street Direction: NB WARRANT MET? Details: 3ondition A Met? No 7 Hours met (8 required) ondition B Met? No 6 Hours met (8 required) Hour Major Street Vehicles High Volume Minor 70% Standard Met? 56% Standard Met? (Total of Both Approaches) Approach Vehicles Cond. A OR Cond. B Cond. A AND Cond. B Condition Condition Condition Condition 70% 70% 56% 56% Column Column Column Column 00:00 to 01:00 20 4 — Condition Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vc1ume>=70% Volume-70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% column (56)? 00:15 to 01:15 19 4 - CondltlonA Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vc1ume>=70% Vc1ume>=70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% — column (56)? 00:30 to 01:30 16 4 - CondltlonA Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vo1ume>=70% Vo1u--70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% column (56)? 00:45 to 01:45 17 4 - Condition Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vo1—>=70% vmume-70% column (630)? column (70)? Vo1ume>=56% column (504)? Volume-56% column (56)1 CR Engineering, Inc. -April 2021 2 Warrant 2: Four-hour Vehicular Volume 1: Overland Rd & Linder Rd (2021 Existing) Ridge Estates - Meridian, Idaho Intersection Information Major Street Minor Street Street Name Overland Road Linder Road Direction EB/WB NB Number of Lanes 2 2 Approch Speed 45 45 Warrant 2 Met? Yes Details: Notes 6 Hours met (4 required) Low population No 5 400 a Z a 2 300 200 i 100 o 10 Four -Hour Vehicular Volume Community Population Less Than 10,000 or Major Street Approach Speed Above 40 mph ■ -- ----------- _____________I- ----------- ,-------------- .--- -------------------------------------------------------------- __ __________,_____________,_______=--_s____________ - 20D 300 400 50D 600 700 600 900 10D0 Major Street -Total of Both Apmoaehes (VPFQ — Warr — Curve ■ Wa—ted e Un—rranted 1 Major. 1 Mm 1 Maj, 2- M.- - 2+Major. 1 Mm — 2+ Major, 2+ Mloor CR Engineering, Inc. -April 2021 17 Hourly Volumes Hour Major Street Total All Approaches(vph) Minor Street Highest Volume Approach(vph) 00:00:00 - 01:00:00 20.00 4.00 01:00:00 - 02:00:00 16.00 4.00 02:00:00 - 03:00:00 16.00 0.00 03:00:00 - 04:00:00 16.00 0.00 04:00:00 - 05:00:00 36.00 4.00 05:00:00 - 06:00:00 108.00 4.00 06:00:00 - 07:00:00 372.00 36.00 07:00:00 - 08:00:00 776.00 440.00 08:00:00 - 09:00:00 600.00 244.00 09:00:00 - 10:00:00 468.00 56.00 10:00:00 - 11:00:00 276.00 44.00 11:00:00 - 12:00:00 564.00 44.00 12:00:00 - 13:00:00 544.00 52.00 13:00:00 - 14:00:00 572.00 44.00 14:00:00 - 15:00:00 660.00 108.00 15:00:00 - 16:00:00 796.00 152.00 16:00:00 - 17:00:00 924.00 120.00 17:00:00 - 18:00:00 1,136.00 128.00 18:00:00 - 19:00:00 632.00 56.00 19:00:00 - 20:00:00 332.00 52.00 20:00:00 - 21:00:00 264.00 48.00 21:00:00 - 22:00:00 180.00 28.00 22:00:00 - 23:00:00 96.00 16.00 23:00:00 - 00:00:00 48.00 8.00 Warranted Volumes Hour Major Street Total All Approaches(vph) Minor Street Highest Volume Approach (vph) 06:30:00 - 07:30:00 574.00 238.00 07:30:00 - 08:30:00 688.00 342.00 14:30:00 - 15:30:00 728.00 130.00 15:30:00-16:30:00 860.00 136.00 16:30:00 - 17:30:00 1,030.00 124.00 17:30:00 - 18:30:00 884.00 92.00 CR Engineering, Inc. -April 2021 18 Warrants Summary Report Ridge Estates - Meridian, Idaho 101: Overland Rd & Linder Rd (2025 Background) Intersection Information Major Street Minor Street Street Name Overland Road Linder Road Direction EB/WB NB Number of Lanes 2 2 Approch Speed 45 45 Warrant Met? Notes Warrant 1, Eight -Hour Vehicular Volume Condition A or B Met? No—= 7 Hours met (8 required) Condition A and B Met i No 7 Hours met (8 required) Warrant 2, Four -Hour Vehicular Volume Yes 7 Hours met (4 required) CR Engineering, Inc. - April 2021 1 Warrant 1: Eight -hour Vehicular Volume Ridge Estates- Meridian, Idaho 101: Overland Rd & Linder Rd (2025 Background) Intersection Information Major Street Name: Overland Road Major Street Direction: EB/WB Minor Street Direction: NB WARRANT MET? Details: 3ondition A Met? No 7 Hours met (8 required) ondition B Met? No 7 Hours met (8 required) Hour Major Street Vehicles High Volume Minor 70% Standard Met? 56% Standard Met? (Total of Both Approaches) Approach Vehicles Cond. A OR Cond. B Cond. A AND Cond. B Condition Condition Condition Condition 70% 70% 56% 56% Column Column Column Column 00:00 to 01:00 24 8 — Condition Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vc1ume>=70% Volume-70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% column (56)? 00:15 to 01:15 23 7 - CondltlonA Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vc1ume>=70% Vc1ume>=70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% — column (56)? 00:30 to 01:30 22 6 - CondltlonA Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vo1ume>=70% Vo1u--70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% column (56)? 00:45 to 01:45 21 5 - Condition Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vo1—>=70% vmume-70% column (630)? column (70)? Vo1ume>=56% column (504)? Volume-56% column (56)1 CR Engineering, Inc. -April 2021 2 Warrant 2: Four-hour Vehicular Volume 101: Overland Rd & Linder Rd (2025 Background) Ridge Estates - Meridian, Idaho Intersection Information Major Street Minor Street Street Name Overland Road Linder Road Direction EB/\NB NB Number of Lanes 2 2 Approch Speed 45 45 Warrant 2 Met? Yes Details: Notes 7 Hours met (4 required) Low population No 400 a e 300 > J 200 i 100 o 10 Four -Hour Vehicular Volume Community Population Less Than 10,000 or Major Street Approach Speed Above 40 mph - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - ------------------- - - - ---- - - - - - -- - - - - --- -- - - - - - - - - - -- - - - - - - - - - - - - 1 - - - - - - - - - - - - T - - - - - - - - - - - - -------------- ----------- -- - - - ------- I ---- ------- I ------------------------- ---------- --------------- ------------- ------------ ------------- ------------ I ---------- --- _4 --------- ------- ------------ 20D 300 400 500 600 700 11100 900 1000 Major Street -Total of Both Apmoacl— (VPFI) - W—r, Curve IllWa—ted 0 Un—nred 1 Matm. 1 M 1 M.), 2- M.- - 2. Maj.. 1 M.- 2- Major. 2- Mi- CR Engineering, Inc. -April 2021 17 Hourly Volumes Hour Major Street Total All Approaches(vph) Minor Street Highest Volume Approach(vph) 00:00:00 - 01:00:00 24.00 8.00 01:00:00 - 02:00:00 20.00 4.00 02:00:00 - 03:00:00 16.00 0.00 03:00:00 - 04:00:00 16.00 0.00 04:00:00 - 05:00:00 44.00 4.00 05:00:00 - 06:00:00 128.00 8.00 06:00:00 - 07:00:00 432.00 40.00 07:00:00 - 08:00:00 908.00 512.00 08:00:00 - 09:00:00 700.00 284.00 09:00:00 - 10:00:00 548.00 64.00 10:00:00 - 11:00:00 320.00 52.00 11:00:00 - 12:00:00 660.00 48.00 12:00:00 - 13:00:00 636.00 64.00 13:00:00 - 14:00:00 668.00 52.00 14:00:00 - 15:00:00 772.00 124.00 15:00:00 - 16:00:00 928.00 180.00 16:00:00 - 17:00:00 1,080.00 140.00 17:00:00 - 18:00:00 1,324.00 152.00 18:00:00 - 19:00:00 744.00 68.00 19:00:00 - 20:00:00 388.00 60.00 20:00:00 - 21:00:00 308.00 56.00 21:00:00 - 22:00:00 212.00 32.00 22:00:00 - 23:00:00 108.00 20.00 23:00:00 - 00:00:00 52.00 12.00 CR Engineering, Inc. -April 2021 18 Warranted Volumes Hour Major Street Total All Approaches(vph) Minor Street Highest Volume Approach (vph) 06:30:00 - 07:30:00 670.00 276.00 07:30:00 - 08:30:00 804.00 398.00 08:30:00 - 09:30:00 624.00 174.00 14:00:00 - 15:00:00 772.00 124.00 15:00:00-16:00:00 928.00 180.00 16:00:00 - 17:00:00 1,080.00 140.00 17:00:00 - 18:00:00 1,324.00 152.00 CR Engineering, Inc. -April 2021 19 Warrants Summary Report Ridge Estates - Meridian, Idaho 201: Overland Rd & Linder Rd (2025 Total) Intersection Information Major Street Minor Street Street Name Overland Road Linder Road Direction EB/WB NB Number of Lanes 2 2 Approch Speed 45 45 Warrant Met? Notes Warrant 1, Eight -Hour Vehicular Volume Yes Condition A or B Met? Yes 11 Hours met (8 required) Condition A and B Met i Yes 8 Hours met (8 required) Warrant 2, Four -Hour Vehicular Volume Yes 8 Hours met (4 required) Federal 2009 1 Warrant 1: Eight -hour Vehicular Volume Ridge Estates- Meridian, Idaho 201: Overland Rd & Linder Rd (2025 Total) Intersection Information Major Street Name: Overland Road Major Street Direction: EB/WB Minor Street Direction: NB WARRANT MET? Details: 3ondition A Met? 11 Hours met (8 required) ondition B Met? 8 Hours met (8 required) Hour Major Street Vehicles High Volume Minor 70% Standard Met? 56% Standard Met? (Total of Both Approaches) Approach Vehicles Cond. A OR Cond. B Cond. A AND Cond. B Condition Condition Condition Condition 70% 70% 56% 56% Column Column Column Column 00:00 to 01:00 24 8 — Condition Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vc1ume>=70% Volume-70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% column (56)? 00:15 to 01:15 23 7 — CondltlonA Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vc1ume>=70% Vc1ume>=70% column (630)? column (70)? Vo1ume>=56% column (504)? Vo1ume>=56% — column (56)? 00:30 to 01:30 22 6 — CondltlonA Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Volume-70% Volume-70% column (630)? column (70)? Vo1ume-56% column (504)? Vo1ume-56% column (56)? 00:45 to 01:45 21 5 — Condition Volume-70% Volume-70% — column (420)? column (630)? Volume-56% Volume-56% column (336)? column (504)? Condition B Vo1ume-70% vmume-70% column (630)? column (70)? Vo1ume-56% column (504)? Volume-56% column (56)1 Federal 2009 2 Warrant 2: Four-hour Vehicular Volume 201: Overland Rd & Linder Rd (2025 Total) Ridge Estates - Meridian, Idaho Intersection Information Major Street Minor Street Street Name Overland Road Linder Road Direction EB/WB NB Number of Lanes 2 2 Approch Speed 45 45 Warrant 2 Met? Yes Details: Notes 8 Hours met (4 required) Low population No 5 400 a Z 2 300 200 i 100 rn � o Four -Hour Vehicular Volume Community Population Less Than 10.000 or Major Street Approach Speed Above 40 mph ■ E -- 20D 300 40D 5W 600 700 MaFor Street -Total of Both Appoaehes (VPFQ 600 900 1000 - Wl nt Curve ■ Wa—ted a Unw anted 1 Mapr. 1 Mm 1 Major. 2- M.- 2• Maj.. 1 Mrnor - 2- Maj, 2• Minor Federal 2009 17 Hourly Volumes Hour Major Street Total All Approaches(vph) Minor Street Highest Volume Approach(vph) 00:00:00 - 01:00:00 24.00 8.00 01:00:00 - 02:00:00 20.00 4.00 02:00:00 - 03:00:00 16.00 0.00 03:00:00 - 04:00:00 20.00 0.00 04:00:00 - 05:00:00 44.00 8.00 05:00:00 - 06:00:00 128.00 16.00 06:00:00 - 07:00:00 440.00 76.00 07:00:00 - 08:00:00 928.00 568.00 08:00:00 - 09:00:00 720.00 332.00 09:00:00 - 10:00:00 564.00 92.00 10:00:00 - 11:00:00 344.00 80.00 11:00:00 - 12:00:00 688.00 76.00 12:00:00 - 13:00:00 668.00 92.00 13:00:00 - 14:00:00 704.00 88.00 14:00:00 - 15:00:00 812.00 160.00 15:00:00 - 16:00:00 976.00 212.00 16:00:00 - 17:00:00 1,140.00 184.00 17:00:00 - 18:00:00 1,384.00 192.00 18:00:00 - 19:00:00 792.00 100.00 19:00:00 - 20:00:00 424.00 84.00 20:00:00 - 21:00:00 344.00 72.00 21:00:00 - 22:00:00 236.00 44.00 22:00:00 - 23:00:00 120.00 24.00 23:00:00 - 00:00:00 60.00 16.00 Federal 2009 18 Warranted Volumes Hour Major Street Total All Approaches(vph) Minor Street Highest Volume Approach (vph) 06:15:00 - 07:15:00 562.00 199.00 07:15:00 - 08:15:00 876.00 509.00 08:15:00 - 09:15:00 681.00 272.00 13:30:00 - 14:30:00 758.00 124.00 14:30:00-15:30:00 894.00 186.00 15:30:00 - 16:30:00 1,058.00 198.00 16:30:00 - 17:30:00 1,262.00 188.00 17:30:00-18:30:00 1,088.00 146.00 Federal 2009 19 ENGINZWVc, INC. Traffic Impact Study Jackson Ridge Estates - Meridian, Idaho APPENDIX I: FIELD REVIEW PHOTOS June 2021 --V-7 g4i Access A on Victory Road Looking West Access C (Harris Street) on Linder Road Looking North Access C (Harris Street) on Linder Road Looking South w