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Studies Applicant 5/10/2024
Woodland Ridge Subdivision Phases 3-8 Traffic Impact Analysis Springfield, Oregon December 15, 2021 Table of Contents I. Executive Summary................................................................ 1 II. Background ...................................................................... 2 1. Introduction, Location and Vicinity Map ......................................... 2 2. Description of Development Site ............................................... 2 3. Existing Study Area Conditions................................................ 2 4. Crash History.............................................................. 3 5. Transit.................................................................... 4 6. Pedestrian and Bicycle Facilities ............................................... 4 III. Traffic Analysis .................................................................. 5 1. Trip Generation............................................................. 5 2. Trip Distribution............................................................ 5 3. Existing Traffic Conditions.................................................... 6 4. Seasonal Factor............................................................. 6 5. Intersection Operations Analysis - General Procedures.............................. 6 6. 2021 Existing Intersection Operational Analysis ................................... 7 7. 2027 Intersection Operational Analysis .......................................... 8 8. 2032 Intersection Operational Analysis .......................................... 8 9. Stop Sign Request at Forsythia and 51st Place.................................... 11 III. Conclusions and Recommendations ................................................. 13 Tables Table 1: Existing Study Area Street Conditions............................................ 2 Table 2: Five-Year Crash History - Study Area Major Intersections ............................ 3 Table 3: Daisy Street Between 42nd Street and Bob Straub Pkwy. Crashes by Year................. 3 Table 4: Trip Generation, Weekday, AM and PM Peak Hours - Single-Family Detached............ 5 Table 5: 2021 Existing Intersection Operational Analysis ..................................... 7 Table 6: 2027 Intersection Operational Analysis ............................................ 9 Table 7: 2032 Intersection Operational Analysis ........................................... 10 Woodland Ridge Subdivision Traffic Impact Analysis Page 1 I. Executive Summary Hayden Homes is proposing to build a 253-unit single-family addition to Woodland Ridge subdivision in southeast Springfield, Oregon. The site is a 72.36 acre parcel in south Springfield located between the Southern Pacific Railroad to the south and Phases 1 and 2 to the north and between 48th Street to the west and Phase 2 of the Pinehurst subdivision to the east (see Figure 1). The site is planned to be built out in 6 phases annually from 2022 through 2027. The subdivision will have four connections to existing city streets: 51st Place to the north and Holly Street to the west will be connected in 2022 with Phase 3. Holly Street to the east will be open with Phase 7 in 2026 and Pinehurst Street will connect to the east near the southeast corner of the site with the final phase, Phase 8 in 2027. The five-year crash history found a total of 36 reported crashes at the study area intersections with 12 occurring at the Daisy at Bob Straub intersection. Along Daisy Street between 42nd Street and Bob Straub Parkway 17 crashes were reported, with six crashes reported in 2019. Overall rear-end (4), angle (5), and sideswipe-overtaking (4) accounted for most of the 17 crashes. Intersection operations were analyzed for existing conditions in 2021, and buildout conditions in 2027 and five years after completion in 2032. The operational analysis was limited to six intersections; Daisy Street at Bob Straub Parkway, 51st Place, 48th Street, and 42nd Street. Bob Straub Parkway at 57th Street, and Main Street at 51st Place. Also included in the analysis is the investigation of a Stop sign warrant for the Forsythia Street approaches to 51st Place. For existing 2021 conditions, all study area intersection movements operate at level-of-service (LOS) D or better except for the eastbound left-turn on Daisy Street at 42nd Street which operates at LOS = E. Previous studies have indicated that a traffic signal will meet warrants in the near future at Bob Straub Pkwy. at Daisy Street. 24-hour approach counts on all four legs of the intersection were taken on November 18, 2021. Reducing the data found the intersection to be just under the Manual on Uniform Traffic Control Devices (MUTCD) signal warrants 1, 2, and 3, but did just meet ODOT’s 70% Preliminary Signal Warrant for interruption of continuous traffic. By buildout of Woodland Ridge in 2027, eastbound and westbound movements on Daisy at Bob Straub fell to F and E respectively. The intersection will now meet the MUTCD signal warrants and would operate at LOS = A. All other intersections remain at LOS D or better except the eastbound left-turns at 42nd and Daisy which is now at LOS = F. The intersection of Forsythia Street with 51st Place was investigated for a Stop sign for the minor movements on Forsythia Street. The 2016 MUTCD requires a combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day. A three day (Tuesday-Thursday) approach count on Forsythia found a maximum daily volume of 115 eastbound and 84 westbound of Forsythia. For 51st Place, 45% of the site’s buildout daily trips amounts to 1099 vehicles. The total of 115 +84 + 1099 equals 1298, well below the standard of 2000. By 2032, 5 years after completion, a signal at Bob Straub Parkway and Daisy Street will operate at LOS = A if signalized or LOS = F on both east- and westbound approaches on Daisy Street if not signalized. The eastbound left-turn on Daisy Street at 42nd Street will operate at LOS F and all other study area intersections operate at LOS = D or better. Based on the traffic impact analysis summarized above, we recommend approval of the development. Based on the trip distribution, the development would contribute 27 trips out of 1348 in 2027c from Woodland Ridge will impact the intersection of Bob Straub Parkway at Daisy Street. However, the estimated trips from the site at buildout, are a small percentage of the estimated total trips - 37 out of a total 1348 = 2.7% and this percentage will decrease over time. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact Analysis Page 2 II. Background 1. Introduction, Location and Vicinity Map Hayden Homes is proposing to build a 253 unit single-family residential development addition to the Woodland Ridge Subdivision located in southeast Springfield. This addition is south of the two phases currently under construction. Figure 1 in Appendix A shows the location of the site in southeast Springfield. The purpose of this study is to document and analyze the potential traffic impacts of trips generated by the proposed development. 2. Description of Development Site The site is a 72.36 acre parcel in southeast Springfield located between the Southern Pacific Railroad to the south and Phases 1 and 2 to the north, and between 48th Street to the west and Phase 2 of the Pinehurst subdivision to the east. The site is planned to be built out in 6 phases annually from 2022 through 2027. The site plan (see Figure 2 in Appendix A) shows the layout of the 253 single-family units. Access is provided by 51st Place to the north and Holly Street to the west in 2022; Holly Street will be extended east to a developed subdivision with phase 7 in 2026; and Pinehurst Street will be extended east with phase 8 in 2027. The intersections of Daisy Street at Bob Straub Pkwy., 51st Place, 48th Street, and 42nd Street, along with Bob Straub Pkwy. at 57th Street, and Main Street at 51st Place have been identified for analysis. 3. Existing Study Area Conditions Table 1: Existing Study Area Street Conditions Street Segment Jurisdiction/ Classification Posted Speed Street Width - Curbs Travel Lanes* Bike Lanes Sidewalks Sides On-Street Parking Daisy Street Bob Straub Pkwy to 52nd St 52nd Street to 51st Street 51st Street to 48th Street 48th Street to 46th Street 46th Street to 42nd Street City - Major Collector 25 36' - Curbs 22' - Curbs South, part North 36' - Curbs 36' - Curbs 36' - Curbs 2 None (Signed) Both Sides South Side Both Sides Both Sides Both Sides** Both Sides South Side Both Sides Both Sides Both Sides Bob Straub Parkway County - Minor Arterial 45 68' - divided w/ median - Curbs 4 None Both Sides None Main Street ODOT - Major Arterial 40 68' w/CTL - Curbs 4 Both Sides Both Sides None 51st Place North of Daisy Street South of Daisy Street City - Local 25*** 25*** 20'-24' - Gravel Shoulders 34' - Curbs 2 2 None None None Both Sides Some Both Sides 48th Street Main Street to Aster Street Daisy Street to Holly St. City - Collector City - Collector 25*** 25*** 48' - Curbs 36' - Curbs 2 2 None None Both Sides Both Sides Both Sides Both Sides 42nd Street City - Minor Arterial 30 36' - Curbs 2 Both Sides Both Sides None * - Through lanes only , ** - No sidewalk south side at a mobile home park, *** - Not posted - basic rule The intersection of 57th Street at Bob Straub Pkwy. is controlled by a 3-phase traffic signal. The intersection of Daisy Street at Bob Straub Pkwy. is controlled by Stop signs for Daisy Street. The intersection of Daisy Street at 51st Place is controlled by Stop signs for 51st Place. The intersection of Daisy Street at 48th Street is controlled by a Stop sign for 48th Street. The intersection of Daisy Street at 42nd Street is controlled by Stop signs for Daisy Street. The intersection of 51st Place with Main Street is controlled by a Stop sign for 51st Place. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact Analysis Page 3 4. Crash History Crash records for the study area intersections on Daisy Street, Bob Straub Pkwy., and Main Street at 48th Street and 51st Place were collected for the period 2015 through 2019 from ODOT’s Crash Analysis and Reporting Unit. For the five-year period there were 34 reported crashes. The crash detail reports are in Appendix B. Table 2: Five-Year Crash History - Study Area Major Intersections Intersection Collision Types AADT (est.) Crash Rate (mev)* Severity Rear End Turn Angle Fixed Obj.Other Total PDO Injury Bob Straub @ Mt Vernon 122005 22,200 0.12 23 Bob Straub @ 57th St.103004 22,000 0.10 22 Bob Straub @ Daisy St.1290012 21,200 0.31 39 42nd St. @ Daisy St.123107 14,150 0.27 25 48th St. @ Main St.113016 27,450 0.12 2 4 51st Pl. @ Main St.11000227,500 0.04 1 1 Total 6 8 20 1 1 36 12 24 * - Million Entering Vehicles Twelve of the crashes occurred at the Daisy Street at Bob Straub Pkwy intersection. Nine of the twelve crashes were angle collisions. Eight of the nine angle crashes involved westbound vehicles colliding with southbound vehicles. The ninth angle crash involved a westbound vehicle colliding with a northbound vehicle. Of the total 12 crashes, 9 resulted in an injury. This intersection will be investigated for a traffic signal installation. The following table lists the crashes occurring on Daisy Street between 42nd Street and Bob Straub Parkway by year. Table 3: Daisy Street Between 42nd Street and Bob Straub Pkwy. Crashes by Year Year Collision Types Severity Location Rear End Turn Angle SS-O Back- ing U-Turn Total PDO Injury Inter- section Mid- block 2015 000200 2 2002 2016 001010 2 0202 2017 210000 3 1203 2018 012001 4 1331 2019 202200 6 6015 Total 425411 17107 413 * - Million Entering Vehicles Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact Analysis Page 4 A total of 17 crashes have been reported on Daisy between 42nd and Bob Straub Pkwy; six occurring in 2019. There were two crashes reported at the Daisy @ 47th Street intersection and one crash each reported at the intersections of 43rd Street, 51st Place, and Ridge Drive with Daisy Street. There were a total of six collisions with midblock parked vehicles on Daisy Street. In addition there were three sideswipe collisions on Daisy, two eastbound and one westbound. One collision involved a vehicle backing up. That vehicle backed out of a driveway midway between 49th Place and 51st Street and struck a westbound vehicle resulting in minor injuries. The other occurred when a vehicle on 44th Street backed into the Daisy Street intersection resulting in a minor injury. 5. Transit Lane Transit District provides transit service in the Eugene-Springfield Metro area. Route 11 - Thurston Runs between downtown and the Thurston area. Near the Woodland Ridge subdivision, the closest bus stops in both directions are on Main Street. 6. Pedestrian and Bicycle Facilities Daisy Street has sidewalks on both sides between Bob Staub Pkwy and 42nd Street except for the north side of Daisy from 51st Pl. to 52nd Street. That block of Daisy is only 24 feet in width. 51st Pl. has no sidewalks between Daisy and Main Streets. Sidewalks exist on both sides of Holly Street and 48th Street to the west and 51st Pl. from Woodland Ridge northwest to Daisy Street. Main Street can be reached by sidewalk on 49th Place/Aster Street/48th Street; or on 52nd Street or 52nd Place. All streets in the Woodland Ridge subdivision will have sidewalks on both sides of the streets. The Springfield Transportation System Plan, adopted in 2014, has several pedestrian and bicycle projects in the Woodland Ridge study area. The following projects are listed on the Capital Improvement Plan. R-44: At the Bob Straub Parkway at Daisy Street intersection, a pedestrian/bicycle signal and crossing or under crossing are proposed at Daisy Street. R-39: Construct collector extension of 48th Street from Daisy Street north to Aster Street south of Main. R-42: Extend Holly Street from S 48th Street to S. 57th Street. - Woodland Ridge will build the section on site, connecting from S 48th to the Holly Street stub at the east site boundary. R-41: Construct new collector (S 54th St.) from Main Street to Daisy Street (More than 20 years out.) PB-36: Daisy/Virginia Bike Boulevard (S. 32nd to Bob Straub Pkwy.) Phase 1 completed between 42nd Street and 51st Street. Roundabouts are proposed for Daisy at 42nd and 51st Pl. The Virginia-Daisy Bikeway Project, PB-36, will provide an east-west bike network option that will serve as an alternative to Main Street and will include design development that considers, but is not limited to, treatments such as striping of bicycle lanes, sharrows, traffic calming infrastructure, intersection treatments, automobile traffic diversion, limited lighting additions, ramp improvements, speed and designation signs, and a crossing improvement at 42nd St. Additionally, the project strives to enhance the overall appeal of the corridor for all users and residents, improve pedestrian safety and usage, and provide traffic calming to emphasize safety and active transportation along the street. The proposed roundabouts at 48th Street and 51st Place will be included as potential improvements to those study area intersections in the traffic analysis section. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 5 III. Traffic Analysis 1. Trip Generation The trip generation for the proposed 253 Single-Family residences is taken from the Tenth Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Manual using the land use code 210 - Single-Family Detached Housing. The table shows the new trips at the conclusion of the phase. Table 4: Trip Generation, Weekday, AM and PM Peak Hours - Single-Family Detached Site Phasing Phase Total Site Total Units Weekday AM Peak Hour PM Peak Hour Rate* Trips Rate Trips In Out Rate Trips In Out Phase 3 52 52 Dwelling Units 9.44 491 0.74 39 10 38 0.99 52 33 19 Phase 4 53 105 Dwelling Units 9.44 991 0.74 78 19 59 0.99 104 65 39 Phase 5 38 143 Dwelling Units 9.44 1350 0.74 106 26 80 0.99 142 89 53 Phase 6 41 184 Dwelling Units 9.44 1737 0.74 136 34 102 0.99 182 115 67 Phase 7 46 230 Dwelling Units 9.44 2171 0.74 170 43 127 0.99 228 143 85 Phase 8 23 253 Dwelling Units 9.44 2388 0.74 187 47 140 0.99 250 158 92 2. Trip Distribution During the PM peak hour trips are predominantly work or shopping to/from home. These trips are made to and from the industrial and commercial areas in the Eugene - Springfield area but predominantly to and from East Springfield. In discussions with the City, the following distribution plan was adopted based on LCOG model runs: • 40% will use the Highway 126 freeway to the North and West; 25% from the Bob Straub Parkway north of Daisy Street and 15% from Main Street east of 51st Place. • 25% will use Bob Straub Pkwy north from Daisy Street to Highway 126 freeway at Main Street. • 15% will use Main Street east to Highway 126 freeway at Bob Straub Pkwy.. • 5% will use 48 th Street north from Main Street and west from 51st Place. • 25% will use Daisy Street east of 51 st Place to Bob Straub Parkway with 5% continuing east and 20% turning north onto Bob Straub Pkwy. • 45% will use 51 st Place north of the subdivision to Daisy Street. • 10% will use Holly Street east to 55 th Street... - then 5% north to Ivy Street to 55th Place to Glacier Driver to Bob Straub Pkwy and north. - and 5% south to Mt. Vernon Rd., then east to Bob Straub Pkwy and south. • 40% will use Holly Street and 48 th Street to Daisy Street and continue east on Daisy to 42nd Street and disperse north, east, and south. The City of Springfield’s Scope of Work has selected the following intersections for analysis: Bob Straub Parkway at Daisy Street and 57th Street; 51st Place at Daisy Street and Main Street; and Daisy Street at 48th Street and 42nd Street. The City has also requested a Stop Sign Warrant Analysis for the 51st Place and Forsythia Street intersection built in Phase 1 of the development. And the City is requesting a Signal Warrant analysis for Bob Straub Parkway at Daisy Street/57th Place. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 6 3. Existing Traffic Conditions Manual traffic classification counts were taken at the following study area intersections: Daisy Street at Bob Straub Parkway, 51st Place, 48th Street, and 42nd Street; Main Street at 51st Place; and Bob Straub Parkway at 57th Street. Counts were taken from 4 to 6 PM on Thursday November 9th, 2021 by Quality Counts LLC. The peak hour varied from intersection to intersection so the individual peak hour volumes were used due to the overall length of the study area. Quality Counts also performed 24-hour counts on each leg of the Bob Straub Parkway at Daisy Street intersection on November 18th for a traffic signal investigation. The traffic counts can be found in Appendix B. 4. Seasonal Factor The intersection counts were taken on November 9th, 2021. In order to assess the worst case traffic impacts these counts should be translated to the highest traffic month of the year. ODOT provides guidelines for determining design hour volumes (DHV). Design hour volumes are the 30th highest hour volume for a given year. ODOT’s Analysis Procedures Manual (APM) provides three methods for evaluating the seasonal factor. The first method is to consult an existing Automatic Traffic Recorders (ATR) in the nearby area. There are no ATR’s nearby. The second method is to use the ATR Characteristic Table to find a similar highway. A check of highways in the Table found no good matches. The third method is the Seasonal Trend Table. The commuter seasonal trend is estimated using ODOT’s 2020 Seasonal Trend Table. The resulting seasonal factor of 1.08 and is applied to all existing movements in the study area during the peak hour. The calculations are shown in Appendix B and the DHV’s in the study area are shown on Figure 3 in Appendix A. 5. Intersection Operations Analysis - General Procedures The City of Springfield and Lane County use different mobility standards. For City streets, Springfield uses Level-of-Service (LOS) which is based on average delay per vehicle. LOS measures the quality of traffic flow at an intersection by estimating the average delay encountered. It is described by a letter scale from “A” to “F (see below). Level of Service Traffic Signal Stop sign Level of Service Traffic Signal Stop sign A #>10 sec #>10 sec D 35-55 sec 25-35 sec B 10-20 sec 10-15 sec E 55-80 sec 35-50 sec C 20-35 sec 15-25 sec F >80 sec >50 sec Springfield requires TIA’s to identify all intersections with a LOS of E or worse. Lane County has the following requirements: (a) Signalized, All-way Stop, or Roundabout Controlled Intersections: The intersection as a whole must operate with a Level of Service (LOS) “E” or better and a volume to capacity (v/c) ratio not higher than 0.85 if inside an Urban Growth Boundary. For Bob Straub Parkway, an urban minor arterial, inside a UGB in the Eugene-Springfield Metro Area, the maximum allowed volume to capacity ratio is 0.85. (b) Two-way Stop and Yield Controlled Intersections: All public street intersection approaches serving more than 20 vehicles during the highest one hour period on an average weekday (typically, but not always the evening peak period between 4 p.m. and 6 p.m. during the spring or fall) must operate with a LOS “E” or better and a v/c ratio not higher than 0.95 if inside and UGB. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 7 6. 2021 Existing Intersection Operational Analysis The Synchro program is used to evaluate the operation of all intersections in the study area. The heavy vehicle percentages, and bike and pedestrian numbers from the traffic counts were used. SimTraffic was used to evaluate the queue lengths at the study area intersections following the guidelines in Chapter 8 of ODOT’s APM. Five runs with a random seed were averaged. The 95th percentile queues are reported and are rounded to the next nearest 25-foot increment. Figure 3 in Appendix A shows the existing layout of each study intersection and the design hour volumes (DHV’s) for the PM peak hour. The Synchro reports are in Appendix C. Table 5 shows the results of the operational analysis for 2021 traffic levels. Table 5: 2021 Existing Intersection Operational Analysis Intersection Movement Mobility Standard PM Peak Hour 95 th %-tile Queues V/C Delay (sec) LOS Available Storage Existing Queues Bob Straub Pkwy @ 57th Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 0.39 12.1 B 225 1000+ 125 675 100 150 --- 75 25 75 100 150 Bob Straub Pkwy @ Daisy Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 V/C = 0.85 V/C = 0.85 V/C = 0.85 LOS = D LOS = D 0.02 --- 0.04 --- 0.44 0.30 8.7 --- 7.9 --- 31.0 22.6 A A A A D C 150 675 275 1000+ 150 35(250)** 25 25 25 25 75 75 Main Street @ 51st Place Northbound Movements Southbound Movements (Dwy) Eastbound Left-turns Eastbound Through + Right Westbound Left-turns Westbound Through + Right LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D 0.16 0.34 0.01 --- 0.03 --- 23.1 22.0 9.5 --- 9.9 --- C C A — A --- 500+ 25 325 325 175 175 50 75 25 25 50 25 Daisy Street @ 51st Place Northbound Movements Southbound Movements Eastbound Movements Westbound Movements LOS = D LOS = D LOS = D LOS = D 0.03 0.04 0.01 0.01 9.8 10.6 7.5 7.4 A B A A 275 450 175 375 50 50 25 --- Daisy Street @ 48th Street Northbound Movements Eastbound Movements Westbound Movements LOS = D LOS = D LOS = D 0.03 0.00 0.01 9.7 --- 7.5 A A A 150 475 200 50 --- --- Daisy Street @ 42nd Street Northbound Movements Southbound Left-turns Southbound Through+Right Eastbound Left+Through Eastbound Right-turn Westbound Left+Through Westbound Right-turn LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D 0.02 0.10 --- 0.27 0.02 0.09 0.09 8.5 8.2 --- 35.6 11.1 13.9 10.3 A A A E B B B 500+ 75 175 125 125 275 125 50 75 50 75 50 75 75 All movements at the study intersections operate at acceptable levels-of-service except for the eastbound movements on Daisy Street at 42nd Street which operates at LOS E under existing conditions, however eastbound queues are do not exceed storage. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 8 Previous studies in the area have indicated that the intersection of Bob Straub Parkway at Daisy Street may meet the minimum requirements for a traffic signal in the near future. As a result, hose counts were taken by Quality Counts on all approaches to the Bob Straub Parkway at Daisy Street intersection on November 18, 2021. The data is found in Appendix B. The ODOT Preliminary Signal Warrant Analysis was run for the intersection using 70% of the standard warrant due to the 45 MPH speed limit on Bob Straub Parkway. The results indicate that the intersection does meet the minimum interruption of continuous traffic, Case B, needed to warrant a signal installation. The 24-hour traffic count data from November 18th showed that the intersection falls just short of the Manual on Uniform Traffic Control Devices (MUTCD) Warrant 3, Peak Hour. One minor approach must have 100 vehicles per hour (vph) to meet the 70% of Warrant but eastbound Daisy was the highest approach at only 97 vph westbound during the AM peak hour and 92 vph in the PM peak hour. The intersection also falls just short of the requirements for MUTCD Warrants 1 & 2, the Eight-Hour and the Four-Hour Warrant Volume warrants. As a result, for future years’ analyses, both a 2-way Stop and a traffic signal will be analyzed for that intersection. 7. 2027 Intersection Operational Analysis The Woodland Ridge phases 3 through 8 is planned to be completed in 2027. Figure 4 shows the full buildout trips assigned to the study area. Lane Council of Governments has provided traffic model data a growth rate for traffic in southeast Springfield to use to estimate traffic background traffic in 2027. The growth rate varied by intersection from: >3.95%/yr all approaches at Bob Straub @ Daisy and 57th >Daisy @ 42nd - 1.275% all approaches >Main @ 51st Pl - 2.0% Main approaches only >Daisy @ 51st Pl & 48th: 1.0 % all approaches unless 48th is extended. Figure 5 in Appendix A shows the DHV’s in 2027 for the no-build conditions compared to the buildout of Woodland Ridge. The Synchro reports are in Appendix C. With a growth rate of 3.95%/year, MUTCD Warrant #3 will now be met with or without the development at the Bob Straub Parkway at Daisy Street intersection. Table 6 on the following page shows the results of the operational analysis for 2027 traffic levels for the full buildout with and without a traffic signal at Bob Straub Parkway and Daisy Street. By full buildout of Woodland Ridge in 2027, the eastbound Daisy Street approach to Bob Straub Parkway is now at LOS = F with queues exceeding the available storage without a traffic signal. 8. 2032 Intersection Operational Analysis Five years after buildout of Woodland Ridge, background traffic is assumed to continue to grow at the same rate. Figure 6 in Appendix A shows the DHV’s in 2032 for the no-build conditions compared to the buildout of Woodland Ridge. The Synchro reports are in Appendix C. Table 7 on the page 10 shows the results of the operational analysis for 2032 traffic levels for the full buildout with and without a traffic signal at Bob Straub Parkway and Daisy Street. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 9 Table 6: 2027 Intersection Operational Analysis Intersection Movement Mobility Standard Build Available Storage V/C Delay (sec) LOS Feet Build Bob Straub Pkwy @ 57th Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 0.51 14.4 B 225 1000+ 125 675 100 150 25 100 25 75 100 150 Bob Straub Pkwy @ Daisy Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements STOP V/C = 0.85 V/C = 0.85 V/C = 0.85 V/C = 0.85 LOS = D LOS = D 0.02 --- 0.05 --- 0.96 0.50 9.2 --- 8.1 --- 119.8 38.8 A A A A F E 150 675 275 1000+ 150 35(250)** 25 --- 50 25 175 100 Main Street @ 51st Place Northbound Movements Southbound Movements (Dwy) Eastbound Left-turns Eastbound Through + Right Westbound Left-turns Westbound Through + Right LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D 0.26 0.04 0.01 --- 0.06 --- 26.1 24.7 9.5 --- 10.2 --- D C A — B --- 500+ 25 325 325 175 175 100 50 25 50 50 25 Daisy Street @ 51st Place Northbound Movements Southbound Movements Eastbound Movements Westbound Movements LOS = D LOS = D LOS = D LOS = D 0.10 0.11 0.01 0.04 10.4 12.8 7.5 7.4 B B A A 275 450 175 375 50 100 25 25 Daisy Street @ 48th Street Northbound Movements Eastbound Movements Westbound Movements LOS = D LOS = D LOS = D 0.08 0.00 0.01 10.5 --- 7.6 B A A 150 475 200 100 --- 50 Daisy Street @ 42nd Street Northbound Movements Southbound Left-turns Southbound Through+Right Eastbound Left+Through Eastbound Right-turn Westbound Left+Through Westbound Right-turn LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D 0.03 0.15 --- 0.90 0.03 0.20 0.12 8.6 8.4 --- 140 11.4 19.3 10.6 A A A F B B B 500+ 75 175 125 125 275 125 50 75 25 100 50 75 75 With coordinated traffic signals: Intersection Movement Mobility Standard Build Available Storage V/C Delay (sec) LOS Feet Build Bob Straub Pkwy @ 57th Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 0.51 14.2 B 225 1000+ 125 675 100 150 25 100 25 100 150 225 Bob Straub Pkwy @ Daisy Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 0.38 12.8 A 150 675 275 1000+ 150 35(250)** 50 100 125 150 200 100 The traffic signal at Bob Straub and Daisy will provide a LOS = A but minor queues on Daisy remain. due to short block lengths. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 10 Table 7: 2032 Intersection Operational Analysis Intersection Movement Mobility Standard Build Available Storage V/C Delay (sec) LOS Feet Build Bob Straub Pkwy @ 57th Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 0.61 14.4 B 225 1000+ 125 675 100 150 25 125 50 150 175 225 Bob Straub Pkwy @ Daisy Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements STOP V/C = 0.85 V/C = 0.85 V/C = 0.85 V/C = 0.85 LOS = D LOS = D 0.03 --- 0.07 --- 2.43 0.93 9.9 --- 8.4 --- 776.8 121.1 A A A A F F 150 675 275 1000+ 150 35(250)** 25 --- 50 --- 300 175 Main Street @ 51st Place Northbound Movements Southbound Movements (Dwy) Eastbound Left-turns Eastbound Through + Right Westbound Left-turns Westbound Through + Right LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D 0.29 0.05 0.01 --- 0.06 --- 26.9 24.6 9.5 --- 10.2 --- D C A — B --- 500+ 25 325 325 175 175 100 50 --- 50 50 50 Daisy Street @ 51st Place Northbound Movements Southbound Movements Eastbound Movements Westbound Movements LOS = D LOS = D LOS = D LOS = D 0.10 0.12 0.01 0.04 10.5 12.8 7.5 7.4 B B A A 275 450 175 375 50 100 25 25 Daisy Street @ 48th Street Northbound Movements Eastbound Movements Westbound Movements LOS = D LOS = D LOS = D 0.08 0.00 0.01 10.5 --- 7.6 B A A 150 475 200 100 --- 25 Daisy Street @ 42nd Street Northbound Movements Southbound Left-turns Southbound Through+Right Eastbound Left+Through Eastbound Right-turn Westbound Left+Through Westbound Right-turn LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D LOS = D 0.03 0.16 --- 0.57 0.03 0.21 0.12 8.7 8.5 --- 80.4 11.6 20.3 10.7 A A A F B C B 500+ 75 175 125 125 275 125 50 75 25 100 50 75 75 With coordinated traffic signals: Intersection Movement Mobility Standard Build Available Storage V/C Delay (sec) LOS Feet Build Bob Straub Pkwy @ 57th Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 0.61 17.5 B 225 1000+ 125 675 100 150 25 100 50 175 150 225 Bob Straub Pkwy @ Daisy Street Northbound Left turn Northbound Through + Right Southbound Left turn Southbound Through + Right Eastbound Movements Westbound Movements V/C = 0.85 0.48 15.5 A 150 675 275 1000+ 150 35(250)** 50 125 100 150 200 150 Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 11 Overall, the Woodland Ridge development will have a minor impact on traffic in the study area. The only significant impact is at the Bob Straub Parkway intersection with Daisy Street where the existing Stop sign control results in the current LOS = D. By buildout of Woodland Ridge, it is assumed that 25% of Woodland Ridge trips would use the Bob Straub Parkway via Daisy Street and 51st Place and the LOS at buildout in 2027 falls to F at Daisy/Bob Straub Pkwy. The ODOT Preliminary Signal Warrant Analysis found that the intersection currently (2021 traffic) meets the 70% Warrant - (Case B) - minimum interruption of continuous traffic. The intersection was also very close to meeting the MUTCD signal warrants (Warrants 1, 2, & 3). By buildout of Woodland Ridge, the Bob Straub Parkway at Daisy Street exceeds the signal warrants due to an expected growth rate of almost 4% per year due continued developments to the south on Bob Straub Parkway as well as the Woodland Ridge development. At the intersection of Daisy Street at 42nd Street, the eastbound left-turn movements currently experience LOS = E. By 2027, that movement falls to LOS = F with or without Woodland Ridge. The City of Springfield plans to convert the intersection into a roundabout at some point in the future. All other movements at the study area intersections operate at LOS D or better through 2032. 9. Stop Sign Request at Forsythia and 51st Place The City of Springfield has received a request to install a Stop sign for east and west traffic on Forsythia Street at 51st Place which was constructed during phase 1 of this development. The 2016 edition of the MUTCD (Manual on Uniform Traffic Control Devices) has the following guidance: 03 YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law; A street entering a designated through highway or street; and/or An unsignalized intersection in a signalized area. None of these conditions currently apply since 51st Place does not currently extend south of Forsythia. With development of phases 3 through 8, however, 51st Place, though categorized as a local street, will become one of the major access routes for phases 3 through 8 carrying an estimated 45% of the site traffic. 04 In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; At full buildout, 51st Place is projected to receive 45% of the traffic from phases 3 through 8. Those phases are expected to generate a total of 2442 daily trips. For 51st Place at Forsythia, 45% of those trips equals only 1099 daily trips. Road tube traffic counters were set out on the Forsythia Street approaches to 51st Place from Tuesday December 7th to Friday December 10th. On the average day there were 115 vehicles eastbound approaching 51st Place and 84 westbound. The highest hourly volumes were: 18 eastbound and 14 westbound. The total daily trips = 1099+115+84 = 1298 vehicles per day, is well below the threshold for a control sign. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 12 The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; There are no impediments to sight distance on either Forsythia approach except for occasional parked cars. ODOT provides safe stopping distances (SSD) for various speeds. For 25 MPH the SSD is 155 feet. There are no impediments to vision from either Stopped position. See photos in Appendix C. Crash records indicate that five or more crashes that involve the failure to yield the right-of-way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. No crashes have been reported at the intersection. 05 YIELD or STOP signs should not be used for speed control. Section 2B.06 STOP Sign Applications Guidance: 01 At intersections where a full stop is not necessary at all times, consideration should first be given to using less restrictive measures such as YIELD signs (see Sections 2B.08 and 2B.09). 02 The use of STOP signs on the minor-street approaches should be considered if engineering judgment indicates that a stop is always required because of one or more of the following conditions: The vehicular traffic volumes on the through street or highway exceed 6,000 vehicles per day; A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway; and/or Crash records indicate that three or more crashes that are susceptible to correction by the installation of a STOP sign have been reported within a 12-month period, or that five or more such crashes have been reported within a 2-year period. Such crashes include right-angle collisions involving road users on the minor-street approach failing to yield the right-of-way to traffic on the through street or highway. The intersection does not now, or will have after Woodland Ridge is complete, the required minimum traffic, does not have a restricted view, or have a crash history. Based on this data a Stop sign on Forsythia at 51st Place does not meet warrants. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact AnalysisWoodland Ridge Subdivision Traffic Impact Analysis Page 13 III. Conclusions and Recommendations • Phases 3 through 8 of Woodland Ridge, a single-family residential subdivision in southeast Springfield, will generate 2442 daily trips at buildout of the site scheduled for 2027. • There were a total of 36 crashes at the study intersections, 12 occurring at the Bob Straub Pkwy. at Daisy Street intersection; nine were angle crashes involving eastbound/southbound vehicles. On Daisy Street between Bob Straub and 42nd, there were 17 crashes during the five year study, six occurring in 2019. • The distribution of new trips will be scattered over the Eugene-Springfield Metro Area. The city has specified the analysis to be confined to Daisy Street from 42nd Street to Bob Straub Parkway including the intersection with 51st Place; Bob Straub Parkway at Daisy and 57th Streets, and 51st Place at Main Street during the PM peak hour only for the buildout of development. In addition, the City of Springfield has received a request for Stop sign(s) on Forsythia Street at 51st Place. • The operational analyses of the study area intersections for existing, 2021 conditions, finds that the Bob Straub at Daisy Street intersection provides a LOS = D for eastbound movements. However, the intersection does meet ODOT’s 70% Preliminary Signal Warrant, but does not meet MUTCD warrants at this time. All other intersections studied operated at LOS D or better except for eastbound left-turns on Daisy at 42nd Street (LOS=E). • By buildout of Woodland Ridge in 2027, eastbound Stop movements on Daisy at Bob Straub will fall to LOS =F and westbound movements are LOS=E. At this time the intersection will exceed the MUTCD warrants 1 through 3 for provision of a traffic signal. If signalized, the intersection will operate at LOS = A but eastbound and westbound queues remain. The eastbound left-turn on Daisy Street at 42nd Street will fall to LOS = F. All other movements there and at the remaining study area intersections operate at LOS = D or better. • By 2032, a signal at Bob Straub Parkway and Daisy Street will remain at LOS =A. The eastbound left-turn on Daisy Street at 42nd Street will operate at LOS F and all other study area intersections operate at LOS = D or better. • Stop sign warrants for Forsythia Street at 51 st Place are not met and will not be met at full buildout of Woodland Ridge. Based on the above findings, we recommend approval of the proposed Woodland Ridge development expansion. Traffic from Woodland Ridge will impact the intersection of Bob Straub Parkway at Daisy Street. However, the estimated trips from the site (14 eastbound left-turns and 23 southbound right-turns) at buildout, 2027, is a small percentage of the estimated total trips - 37 out of a total 1348 = 2.7% and this percentage will continue to decrease over time. Access Engineering LLC December 15, 2021 Woodland Ridge Subdivision Traffic Impact Analysis Appendix A Figures Access Engineering LLC December 15, 2021 4996 Vicinity Map Figure 1 Phases 3-8 Woodland Ridge Traffic Impact Study SITE Phases 3 - 8 Phases 1 - 2 Under Construction SPRINGFIELD 4986 Site Plan Figure 2 Phases 3 - 8 Woodland Ridge Traffic Impact Study Existing Conditions 2021 Existing Conditions Figure 3 Adjusted PM Peak Hour Woodland Ridge Traffic Impact Study Daisy @ 42nd Daisy @ 48th Daisy @ 51st Pl Daisy @ Bob StraubMain @ 51st Pl 57th @ Bob Straub Woodland Ridge Phases 3-8 Daisy St. Main St.48th St.51stPl.T=9% P=0 B=1 T=1% P=1 B=0 T=4% P=0 B=4 T=6% P=7 B=1 LEGEND T=Truck % P= # of Peds B= # of Bikes PHF = 0.948 PHF = 0.790 PHF = 0.982 T=2% P=0 B=0 T=3% P=2 B=1 T=2% P=0 B=1 T=3% P=0 B=0 T=2% P=0 B=3T=3% P=2 B=0 T=1% P=1 B=0 T=2% P=0 B=0 PHF=.954 T=4% P=0 B=3 T=2% P=0 B=1 T=4% P=5 B=0 T=3% P=0 B=5 T=6% P=0 B=2 T=5% P=0 B=4 T=11% P=0 B=0 PHF=.828 PHF=.954 T=14% P=2 B=0 T=0% P=1 B=1 T=3% P=0 B=1 T=5% P=3 B=1 PHF = Peak Hour Factor 42nd StBob S t raub Pkwy . Mt. Vernon Rd. 4986 Trip Distribution Figure 4 Full Buildout Woodland Ridge Traffic Impact StudyLEGEND - PM Movement Volume - Directional Distribution Daisy @ Bob StraubMain @ 51st Pl 57th @ Bob Straub Woodland Ridge Phases 3-8 Daisy St. Main St.42nd St48th St.51stPl.Daisy @ 42nd Daisy @ 48th Daisy @ 51st Pl 4 14 23 8 23 23 45%40% 5% 5% 5% 40% 40% 8 40% 15% 25% 25%20%Bob S t raub Pkwy . Mt. Vernon Rd. 4984 2027 PM Peak Hour Traffic Figure 5 Woodland Ridge Traffic Impact StudyLEGEND - No Build - Full Buildout Daisy @ Bob StraubMain @ 51st Pl 57th @ Bob Straub Woodland Ridge Phases 3-8 Daisy St. Main St.48th St.51stPl.Daisy @ 42nd Daisy @ 48th Daisy @ 51st Pl42nd St 4984 2032 PM Peak Hour Traffic Figure 6 Woodland Ridge Traffic Impact StudyLEGEND - No Build - Full Buildout Woodland Ridge Phases 3-8 Daisy St. Main St.42nd St48th St.51stPl.Daisy @ Bob StraubMain @ 51st Pl 57th @ Bob Straub Daisy @ 42nd Daisy @ 48th Daisy @ 51st Pl Woodland Ridge Subdivision Traffic Impact Analysis Appendix B Traffic Volumes & Crash Data Access Engineering LLC December 15, 2021 Single-Family Detached Housing (210) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:190 Avg. Num. of Dwelling Units:242 Directional Distribution:63% entering, 37% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.99 0.44 - 2.98 0.31 Data Plot and Equation T = Trip EndsX = Number of Dwelling Units Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.96 Ln(X) + 0.20 R²= 0.92 Trip Gen Manual,10th Ed + Supplement Institute of Transportation Engineers 0 500 1,000 1,500 2,000 2,500 3,0000 500 1,000 1,500 2,000 2,500 253 250 248 Woodland Ridge Phases 3-8 Seasonal Factor Calculation Seasonal Trend Table 2021 FactorPeakNov 9Nov 15Nov 1TrendCount Date 1.06230.93551.01381.02720.9938Commuter11/09/21City intersections Source: 2021 Seasonal Trend Table, ODOT Transportation Development Ma de with Emme. Map tiles ©Ma pTiler ©OpenStree tMap contributorsMade with Emme. Map tiles ©Ma pTiler ©OpenStree tMap contributors 99 1471081609 6 1 50 77 92 2 201e-01312996 1e-01 112 5 9 4523342 24 19 4 361715 3579253 485371129 205937 1 0 0 1140 0 18584 4357 16 0411612 727179 185 1822317866946010 0 1252 85247 162 3551432 580 33439861510 73 166 52 6785 1 2 1019 1 9 9177119 611297 652 4 481610106319533 453 914 1657 4 103 0192917 21291632403147950 78 1163 463051712 636460 152453 966166133017121995 496 218103 1 0 3 218 1170 1814 4402726 5 3707101 249124912491657 1914221510154 924 1712 1032 1 8 95 568450457 2 1304 3472013472010140047 6 74 74 78 1 1 6 8 623 67 86460 864546 2340 56 56 1788 17291178209 3 3836910014721 4 5 2 1 45 00 0 21 45 218 103 45210223460000 965 49218914 47098523 180 99 281019191010 910 90 5 2 152185 2720382210183 221274162162274144 13016289 021010 38108 210 29144256 99 88238 128 326 68976 14 6 1006520 86 29 14 1e-01 1e-010 002 0 19218 89 2 510 1192122 1171082 209612 76637 12531281 17674717 2 18163582 1252 155582 1157 89102 6 12 471671187 543 1 0240 98193 19 1 0161 1 9 61 5 2 61 10 20 2 9 2 81 453 914 135138 375 1051171232 1740 72 52 1 6 6 274103 23184 214 8 209 101 5715 71 8174571330 1 3 3 0 1330 5271051 966 523 274777164863105137579 1843341712044 295 3 53 7 3 50 37 1661142 0 1 1 LC O G Base Model Final PM1 -H our A ssignm ent Vo lum es Scenari o 9 7 0 1 0 513 514 520 521 522 523 524 525 587 588 589 592 593 594 595 596597 598 599600 601 602 603 604 605 607 608 609 610 611 612 613 614 615 626 665 666 TEST LEGEND Ma de with Emme. Map tiles ©Ma pTiler ©OpenStree tMap contributorsMade with Emme. Map tiles ©Ma pTiler ©OpenStree tMap contributors 124 1691441899 8 1 57 91 123 6 212e-014035114 2e-01 254 6315993241148383 7 17 0 7 6 262843 47083 79 6 0 58537347 9 0 466849 9 8 1250 0 19281 45174120 0991091 2 735198 190 1536137757413 5171253 7 1619 121547 270 3991691 769 43343557043 175 349 5 6 3 94214 213258 15 2 0 528471 1564 783 7 126342258152152776 626 1391 348221 0232217 928910217350126165 208131 2780 12320626766 0639 179626 1428173171824172391 679 509221 2 2 1 509 1218 2224 4434419 4 2673129 4 3 307130713071790 2122551597 1189 2417 2215 0 9 1050791218014371305087 2 41663 862342 7 6003 1 76955816120187 90258 2748197 197 131 16117 1476 6e-0347167 047 247683 67 638142 310 377120 14 1110019812129170 72 2 2 1 7 2 221 128 4860 2772 221 509 221 726636151601202580 1424 572241391 62997682 178 90 10213525221311 531 256 2 4 6 14520733 4410300252298 190388211211388184 204211197 050316 41218 503 37182516 182 107492 216 599 971048 29 10 1125024 93 19 19 2e-01 2e-010 003 3 45509 197 3 012 40452223842 1592 19758 95783 15141564 179380892 1 18249749 1619 154749 1538 102121 17 15 501871600 709 1 3445 109268 171 4 3191 1 7 1 82 1 0 4 82 13 27 3 9 1 102 626 1391 161329 437 1260241739 2442 67 18104 3 4 9 388113 34231 24 45 8 612024 589 55 7911718 1 7 1 8 35465 1260 682 75250911981 2191260437261 23143350124 1017 9 79 1 7 5 65 49 173125587563411 4 4 368 101 34 612183349 70694927 21 37 7 20 7 02077202035 LC O G Mo del Final PM1 -H our A ssignm ent Vo lum es Scenari o 9 8 0 1 0 513 514 520 521 522 523 524 525 587 588 589 592 593 594 595 596597 598 599600 601 602 603 604 605 607 608 609 610 611 612 613 614 615 626 665 666 TEST LEGEND Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Bob Straub Pkwy -- Daisy St/S 57th Pl (north)QC JOB #: QC JOB #: 15623702 CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Tue, Nov 9 2021 560 310 70 446 44 131 36 22 75 39 0.880.88 46 93 18 7 84 15 252 1 471 268 Peak-Hour: 4:40 PM -- 5:40 PMPeak-Hour: 4:40 PM -- 5:40 PM Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM 2.1 3.9 0 2.7 0 0.8 5.6 4.5 2.7 2.6 2.2 3.2 0 0 1.2 0 3.6 0 2.5 3.4 2 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Bob Straub PkwyBob Straub Pkwy (Northbound)(Northbound) Bob Straub PkwyBob Straub Pkwy (Southbound)(Southbound) Daisy St/S 57th Pl (north)Daisy St/S 57th Pl (north) (Eastbound)(Eastbound) Daisy St/S 57th Pl (north)Daisy St/S 57th Pl (north) (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 3 19 0 0 5 25 4 0 0 0 0 0 0 5 1 0 62 4:05 PM 1 27 0 0 7 32 4 0 0 3 2 0 0 4 2 0 82 4:10 PM 0 27 0 0 3 33 3 0 1 4 1 0 0 3 2 0 77 4:15 PM 3 27 0 0 7 32 9 0 3 2 2 0 0 5 2 0 92 4:20 PM 5 33 0 0 2 24 4 0 3 1 1 0 1 8 1 0 83 4:25 PM 1 25 0 0 6 28 6 0 3 0 4 0 0 4 2 0 79 4:30 PM 0 18 0 0 3 30 6 0 3 0 5 0 0 2 2 0 69 4:35 PM 2 30 0 0 3 35 6 0 1 2 0 0 0 3 0 0 82 4:40 PM 1 17 0 0 2 32 5 0 2 4 1 0 2 5 3 0 74 4:45 PM 1 19 0 0 5 39 5 0 2 6 2 0 0 6 0 0 85 4:50 PM 1 18 1 0 1 36 4 0 2 8 0 0 2 3 0 0 76 4:55 PM 0 20 0 0 8 34 9 0 2 1 0 0 1 3 0 0 78 939 5:00 PM 1 16 0 0 2 32 3 0 0 1 1 0 1 6 6 0 69 946 5:05 PM 4 17 0 0 3 46 6 0 7 3 2 0 0 2 4 0 94 958 5:10 PM 0 22 0 0 2 28 2 0 6 3 5 0 0 2 1 0 71 952 5:15 PM 1 24 0 0 3 53 11 0 2 1 1 0 0 2 6 0 104 964 5:20 PM 2 24 0 0 4 39 1 0 3 2 1 0 0 5 1 0 82 963 5:25 PM 2 30 0 0 5 39 9 0 3 4 1 0 1 3 0 0 97 981 5:30 PM 1 20 0 0 5 37 7 0 2 1 3 0 0 6 1 0 83 995 5:35 PM 1 25 0 0 4 31 8 0 5 5 1 0 0 3 0 0 83 996 5:40 PM 0 23 0 0 3 26 4 0 2 3 2 0 0 2 0 0 65 987 5:45 PM 2 21 0 0 3 34 3 0 0 1 1 0 1 4 1 0 71 973 5:50 PM 2 14 0 0 4 30 7 0 2 3 0 0 0 1 1 0 64 961 5:55 PM 0 13 0 0 6 24 3 0 3 4 1 0 0 4 2 0 60 943 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 20 312 0 0 48 524 84 0 32 28 12 0 4 40 28 0 1132 Heavy Trucks 0 24 0 0 16 0 4 0 0 0 0 0 44 Buses Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 11/16/2021 2:17 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: S 51st Pl -- Daisy St QC JOB #: QC JOB #: 15623704 CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Tue, Nov 9 2021 22 25 7 13 2 78 8 6 86 53 0.820.82 68 65 4 12 62 3 11 7 29 21 Peak-Hour: 4:00 PM -- 5:00 PMPeak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:05 PM -- 4:20 PMPeak 15-Min: 4:05 PM -- 4:20 PM 13.6 4 14.3 7.7 50 5.1 12.5 0 3.5 3.8 4.4 4.6 0 0 4.8 0 0 0 3.4 0 1 3 0 2 0 0 0 0 0 1 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At S 51st PlS 51st Pl (Northbound)(Northbound) S 51st PlS 51st Pl (Southbound)(Southbound) Daisy StDaisy St (Eastbound)(Eastbound) Daisy StDaisy St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 0 4 1 0 0 1 2 0 2 2 0 0 0 9 0 0 21 4:05 PM 0 1 0 0 0 3 1 0 0 7 0 0 1 10 0 0 23 4:10 PM 1 1 0 0 0 1 0 0 0 4 0 0 0 5 0 0 12 4:15 PM 0 0 2 0 0 2 0 0 1 6 0 0 2 10 1 0 24 4:20 PM 0 1 0 0 1 1 0 0 0 6 1 0 4 5 0 0 19 4:25 PM 0 0 0 0 0 0 1 0 0 2 0 0 0 4 0 0 7 4:30 PM 0 0 1 0 0 0 0 0 2 6 2 0 0 1 2 0 14 4:35 PM 0 1 0 0 0 0 0 0 0 4 0 0 1 9 0 0 15 4:40 PM 0 0 0 0 1 2 1 0 1 4 0 0 2 5 0 0 16 4:45 PM 2 2 2 0 0 0 1 0 0 6 1 0 1 5 2 0 22 4:50 PM 0 0 1 0 0 2 1 0 1 5 0 0 0 2 1 0 13 4:55 PM 0 1 0 0 0 1 0 0 1 1 0 0 1 3 0 0 8 194 5:00 PM 1 1 0 0 0 1 0 0 0 3 0 0 0 8 0 0 14 187 5:05 PM 0 0 0 0 0 1 0 0 0 6 0 0 3 6 2 0 18 182 5:10 PM 0 0 0 0 1 1 2 0 0 4 0 0 2 6 1 0 17 187 5:15 PM 0 2 0 0 0 5 0 0 0 3 0 0 1 3 0 0 14 177 5:20 PM 0 1 0 0 0 1 1 0 0 4 1 0 1 6 0 0 15 173 5:25 PM 0 0 1 0 1 1 1 0 1 3 1 0 2 6 0 0 17 183 5:30 PM 0 1 0 0 1 2 0 0 0 2 0 0 1 11 1 0 19 188 5:35 PM 0 1 1 0 0 1 0 0 0 5 0 0 0 5 0 0 13 186 5:40 PM 0 1 0 0 1 4 0 0 1 1 0 0 0 6 0 0 14 184 5:45 PM 0 2 0 0 1 0 0 0 0 3 0 0 0 6 1 0 13 175 5:50 PM 0 0 1 0 0 0 0 0 0 3 1 0 0 5 0 0 10 172 5:55 PM 0 1 1 0 0 1 0 0 0 3 0 0 0 2 1 0 9 173 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 4 8 8 0 0 24 4 0 4 68 0 0 12 100 4 0 236 Heavy Trucks 0 0 0 0 4 0 0 0 0 0 0 0 4 Buses Pedestrians 4 0 4 0 8 Bicycles 0 0 0 0 0 0 0 4 0 0 4 0 8 Scooters Comments: Report generated on 11/16/2021 2:17 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: S 51st Pl -- Main St QC JOB #: QC JOB #: 15623706 CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Tue, Nov 9 2021 7 6 3 0 4 593 5 1 596 730 0.950.95 577 754 19 18 755 13 0 21 37 34 Peak-Hour: 4:00 PM -- 5:00 PMPeak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:05 PM -- 4:20 PMPeak 15-Min: 4:05 PM -- 4:20 PM 14.3 16.7 33.3 0 0 8.9 20 0 8.7 3.8 8.8 4 5.3 5.6 3.8 7.7 0 4.8 5.4 5.9 7 0 0 1 0 0 0 0 0 4 1 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At S 51st PlS 51st Pl (Northbound)(Northbound) S 51st PlS 51st Pl (Southbound)(Southbound) Main StMain St (Eastbound)(Eastbound) Main StMain St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 4 0 2 0 0 0 0 0 1 48 1 0 1 52 0 0 109 4:05 PM 1 0 2 0 1 0 0 0 0 62 4 0 1 54 0 0 125 4:10 PM 0 0 3 0 1 0 1 0 0 58 1 0 2 51 0 0 117 4:15 PM 0 0 0 0 1 0 0 0 1 61 4 0 2 55 1 0 125 4:20 PM 1 0 2 0 0 0 1 0 1 46 2 0 0 56 0 0 109 4:25 PM 2 0 0 0 0 0 0 0 1 79 0 0 4 47 0 0 133 4:30 PM 1 0 4 0 0 0 0 0 0 66 0 0 1 46 0 0 118 4:35 PM 1 0 3 0 0 0 0 0 0 66 0 0 2 40 0 0 112 4:40 PM 0 0 1 0 1 0 0 0 0 62 2 0 1 44 0 0 111 4:45 PM 2 0 0 0 0 0 0 0 1 74 2 0 1 42 0 0 122 4:50 PM 1 0 1 0 0 0 1 0 0 58 2 0 2 44 0 0 109 4:55 PM 0 0 3 0 0 0 0 0 0 50 1 0 1 46 0 0 101 1391 5:00 PM 1 0 1 0 0 0 0 0 0 70 0 0 2 34 0 0 108 1390 5:05 PM 2 0 1 0 1 0 0 0 1 61 1 0 2 38 0 0 107 1372 5:10 PM 2 0 2 0 1 0 1 0 0 69 3 0 0 48 0 0 126 1381 5:15 PM 0 1 3 0 0 0 0 0 0 77 2 0 4 38 1 0 126 1382 5:20 PM 0 0 0 0 0 0 0 0 0 55 1 0 2 45 0 0 103 1376 5:25 PM 2 0 1 0 1 0 0 0 0 55 2 0 4 42 0 0 107 1350 5:30 PM 2 0 5 0 0 0 0 0 0 54 3 0 3 51 0 0 118 1350 5:35 PM 0 0 2 0 0 0 0 0 1 54 2 0 3 42 1 0 105 1343 5:40 PM 3 0 0 0 1 0 0 0 1 80 2 0 3 35 0 0 125 1357 5:45 PM 1 0 0 0 1 0 0 0 0 45 0 0 0 40 1 0 88 1323 5:50 PM 0 0 1 0 2 0 0 0 0 44 1 0 3 43 0 0 94 1308 5:55 PM 2 0 1 0 0 0 0 0 0 44 1 0 1 30 0 0 79 1286 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 4 0 20 0 12 0 4 0 4 724 36 0 20 640 4 0 1468 Heavy Trucks 0 0 0 0 0 0 0 28 0 4 64 0 96 Buses Pedestrians 0 20 0 0 20 Bicycles 0 0 0 0 0 0 0 8 0 0 0 0 8 Scooters Comments: Report generated on 11/16/2021 2:17 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Bob Straub Pkwy -- S 57th St/S 57th Pl (south)QC JOB #: QC JOB #: 15623708 CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Tue, Nov 9 2021 475 268 116 352 7 183 44 10 242 64 0.910.91 65 110 2 167 179 3 213 109 522 325 Peak-Hour: 4:35 PM -- 5:35 PMPeak-Hour: 4:35 PM -- 5:35 PM Peak 15-Min: 5:10 PM -- 5:25 PMPeak 15-Min: 5:10 PM -- 5:25 PM 1.9 1.9 1.7 1.7 14.3 1.6 4.5 0 1.7 0 1.5 1.8 0 1.8 0.6 0 1.4 0 1.7 0.9 1 0 0 0 0 0 0 1 0 1 1 1 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At Bob Straub PkwyBob Straub Pkwy (Northbound)(Northbound) Bob Straub PkwyBob Straub Pkwy (Southbound)(Southbound) S 57th St/S 57th Pl (south)S 57th St/S 57th Pl (south) (Eastbound)(Eastbound) S 57th St/S 57th Pl (south)S 57th St/S 57th Pl (south) (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 0 19 5 0 0 21 8 0 2 6 0 0 13 7 0 0 81 4:05 PM 0 23 12 0 0 29 4 0 6 6 0 0 14 6 2 0 102 4:10 PM 0 23 12 0 0 30 5 0 2 4 0 0 9 3 0 0 88 4:15 PM 0 27 7 0 1 23 10 0 3 3 0 0 12 6 2 0 94 4:20 PM 0 25 17 0 1 18 6 0 6 9 0 0 16 5 5 0 108 4:25 PM 0 23 7 0 0 26 6 0 2 4 0 0 5 5 0 0 78 4:30 PM 0 16 12 0 0 28 5 0 2 2 0 0 14 5 2 0 86 4:35 PM 0 23 7 0 0 27 10 0 6 3 0 0 13 7 1 0 97 4:40 PM 0 14 8 0 0 22 8 0 4 6 0 0 12 3 0 0 77 4:45 PM 0 19 11 0 0 37 6 0 3 2 0 0 17 1 1 0 97 4:50 PM 0 15 12 0 1 29 9 0 2 5 0 0 13 5 1 0 92 4:55 PM 1 14 12 0 0 23 14 0 5 2 0 0 12 4 0 0 87 1087 5:00 PM 0 15 10 0 1 22 8 1 2 8 0 0 18 7 1 0 93 1099 5:05 PM 0 12 3 0 1 39 10 0 5 6 0 0 12 5 1 0 94 1091 5:10 PM 0 18 11 0 1 21 12 0 3 7 1 0 19 7 1 0 101 1104 5:15 PM 0 19 7 0 1 34 8 0 4 7 0 0 16 5 1 0 102 1112 5:20 PM 0 23 7 0 1 35 13 0 4 4 0 0 15 7 3 0 112 1116 5:25 PM 0 24 12 1 0 27 9 0 2 8 0 0 11 7 0 0 101 1139 5:30 PM 1 17 9 0 0 36 9 0 4 6 1 0 9 7 0 0 99 1152 5:35 PM 0 17 3 0 0 25 7 0 8 7 0 0 9 7 1 0 84 1139 5:40 PM 0 17 9 0 1 24 4 0 3 4 0 0 12 4 1 0 79 1141 5:45 PM 0 15 9 0 1 29 6 0 5 6 0 0 13 6 1 0 91 1135 5:50 PM 0 13 5 0 0 23 6 0 3 8 2 0 6 6 1 0 73 1116 5:55 PM 0 9 3 0 0 20 5 0 2 5 0 0 11 6 2 0 63 1092 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 240 100 0 12 360 132 0 44 72 4 0 200 76 20 0 1260 Heavy Trucks 0 4 0 0 12 0 4 0 0 0 0 0 20 Buses Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 4 0 0 0 4 0 8 Scooters Comments: Report generated on 11/16/2021 2:17 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: S 48th St (west) -- Daisy St QC JOB #: QC JOB #: 15623710 CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Tue, Nov 9 2021 0 0 0 0 0 73 1 0 63 82 0.830.83 56 111 28 7 84 16 0 2 35 18 Peak-Hour: 4:00 PM -- 5:00 PMPeak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:10 PM -- 4:25 PMPeak 15-Min: 4:10 PM -- 4:25 PM 0 0 0 0 0 8.2 0 0 6.3 6.1 7.1 5.4 3.6 0 6 12.5 0 0 2.9 11.1 0 0 0 5 0 0 0 0 0 4 2 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count5-Min CountPeriod Period Beginning AtBeginning At S 48th St (west)S 48th St (west) (Northbound)(Northbound) S 48th St (west)S 48th St (west) (Southbound)(Southbound) Daisy StDaisy St (Eastbound)(Eastbound) Daisy StDaisy St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 0 0 0 0 0 0 0 0 0 6 2 0 2 7 0 0 17 4:05 PM 1 0 0 0 0 0 0 0 0 5 1 0 1 6 0 0 14 4:10 PM 2 0 0 0 0 0 0 0 0 3 3 0 1 5 0 0 14 4:15 PM 0 0 0 0 0 0 0 0 0 15 4 0 1 3 0 0 23 4:20 PM 3 0 0 0 0 0 0 0 0 10 2 0 0 6 0 0 21 4:25 PM 3 0 0 0 0 0 0 0 0 6 0 0 0 4 0 0 13 4:30 PM 3 0 0 0 0 0 0 0 0 8 5 1 0 3 0 0 20 4:35 PM 1 0 1 0 0 0 0 0 0 5 1 0 0 4 0 0 12 4:40 PM 1 0 1 0 0 0 0 0 0 5 2 0 0 6 0 0 15 4:45 PM 2 0 0 0 0 0 0 0 0 5 1 0 0 3 0 0 11 4:50 PM 0 0 0 0 0 0 0 0 0 6 3 0 2 3 0 0 14 4:55 PM 0 0 0 0 0 0 0 0 0 8 4 0 0 6 0 0 18 192 5:00 PM 1 0 0 0 0 0 0 0 0 5 0 0 1 4 0 0 11 186 5:05 PM 2 0 0 0 0 0 0 0 0 7 2 0 0 7 0 0 18 190 5:10 PM 2 0 0 0 0 0 0 0 0 6 1 0 1 6 0 0 16 192 5:15 PM 2 0 0 0 0 0 0 0 0 6 4 0 1 2 0 0 15 184 5:20 PM 1 0 0 0 0 0 0 0 0 9 3 0 0 6 0 0 19 182 5:25 PM 1 0 0 0 0 0 0 0 0 7 2 0 1 4 0 0 15 184 5:30 PM 1 0 0 0 0 0 0 0 0 3 2 0 2 2 0 0 10 174 5:35 PM 1 0 0 0 0 0 0 0 0 6 2 0 1 8 0 0 18 180 5:40 PM 0 0 1 0 0 0 0 0 0 1 7 0 1 5 0 0 15 180 5:45 PM 0 0 1 0 0 0 0 0 0 8 1 0 2 7 0 0 19 188 5:50 PM 0 0 3 0 0 0 0 0 0 4 4 0 0 5 0 0 16 190 5:55 PM 2 0 0 0 0 0 0 0 0 8 2 0 0 7 0 0 19 191 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 20 0 0 0 0 0 0 0 0 112 36 0 8 56 0 0 232 Heavy Trucks 4 0 0 0 0 0 0 12 4 0 4 0 24 Buses Pedestrians 8 0 0 0 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 11/16/2021 2:17 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: S 42nd St -- Daisy St QC JOB #: QC JOB #: 15623712 CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Tue, Nov 9 2021 541 339 58 371 112 87 21 86 112 17 0.950.95 8 50 12 18 158 21 232 29 401 282 Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM 3.5 2.4 3.4 3.8 2.7 4.6 4.8 2.3 2.7 5.9 12.5 4 0 0 3.2 4.8 2.2 3.4 3.5 2.5 0 5 5 0 0 0 3 0 0 0 0 0 0 0 1 0 N/A N/A N/A N/A N/A N/A N/A N/A 5-Min Count5-Min CountPeriodPeriodBeginning AtBeginning At S 42nd StS 42nd St (Northbound)(Northbound) S 42nd StS 42nd St (Southbound)(Southbound) Daisy StDaisy St (Eastbound)(Eastbound) Daisy StDaisy St (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 2 12 3 0 10 20 1 0 1 0 1 0 3 2 6 0 61 4:05 PM 1 15 5 0 10 32 6 0 2 1 1 0 1 2 10 0 86 4:10 PM 0 26 5 0 10 26 1 0 1 0 1 0 3 2 6 0 81 4:15 PM 2 23 6 0 11 32 8 0 2 5 2 0 1 0 5 0 97 4:20 PM 5 15 5 0 6 30 3 0 1 1 0 0 0 1 6 0 73 4:25 PM 2 22 4 0 10 30 3 0 1 2 0 0 3 1 7 0 85 4:30 PM 0 19 2 0 9 26 4 0 2 1 1 0 2 0 6 0 72 4:35 PM 2 12 2 0 10 29 7 0 1 0 1 0 2 1 8 0 75 4:40 PM 2 24 1 0 8 31 6 0 2 0 1 0 2 1 10 0 88 4:45 PM 1 21 0 0 9 35 4 0 3 3 0 0 1 2 6 0 85 4:50 PM 4 17 0 0 7 36 3 0 2 1 1 0 1 1 2 0 75 4:55 PM 1 21 5 0 11 23 2 0 2 0 0 0 2 1 9 0 77 955 5:00 PM 2 25 1 0 9 31 6 0 2 0 1 0 2 0 7 0 86 980 5:05 PM 0 18 2 0 12 35 5 0 1 1 4 0 2 0 10 0 90 984 5:10 PM 0 15 1 0 10 33 7 0 2 3 1 0 0 0 10 0 82 985 5:15 PM 0 16 2 0 14 20 3 0 3 1 1 0 3 1 9 0 73 961 5:20 PM 1 14 2 0 16 25 3 0 3 2 0 0 2 0 5 0 73 961 5:25 PM 2 21 0 0 13 25 5 0 2 2 2 0 3 0 3 0 78 954 5:30 PM 3 21 3 0 12 24 5 0 2 0 0 0 0 0 9 0 79 961 5:35 PM 0 20 0 0 10 28 3 0 5 1 1 0 2 2 6 0 78 964 5:40 PM 0 16 2 0 7 35 7 0 2 1 1 0 0 1 5 0 77 953 5:45 PM 2 13 1 0 11 30 9 0 2 2 1 0 0 1 5 0 77 945 5:50 PM 0 19 0 0 6 26 6 0 4 2 1 0 1 1 15 0 81 951 5:55 PM 0 11 3 0 10 21 5 0 3 2 1 0 1 0 10 0 67 941 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 8 232 16 0 124 396 72 0 20 16 24 0 16 0 108 0 1032 Heavy Trucks 0 8 4 0 20 0 0 0 0 0 0 0 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 4 0 0 0 0 0 0 0 0 4 Scooters Comments: Report generated on 11/16/2021 2:17 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Critical Movement Calculations 2032 - Buildout2021 Bob Straub Pkwy @ 57th St/PlBob Straub Pkwy @ 57th St/Pl 0.530.34 1.151.15 0.610.39 2027 - Buildout Bob Straub Pkwy @ Daisy St.Bob Straub Pkwy @ 57th St/Pl 0.420.44 1.151.15 0.480.51 2027 - Buildout - Signal Bob Straub Pkwy @ 57th St/Pl 0.44 1.15 0.51 Bob Straub Pkwy @ Daisy St. 0.33 1.15 0.38 SW BSBTRSBLCritical MovementsSWBNEBSBTRSBLCritical Movements 41740213Adj Flow Rate, veh/h2772698Adj Flow Rate, veh/h 140717701587Sat. Flow, veh/h152817701587Sat. Flow, veh/h 0.2960.2270.008Flow Ratios0.1810.1520.005Flow Ratios Sum of Flow RatiosSum of Flow Ratios CL/(CL-LT)CL/(CL-LT) XcXc EBLSBTRSBLCritical MovementsSWBNEBSBTRSBLCritical Movements 19444975Adj Flow Rate, veh/h35134511Adj Flow Rate, veh/h 163417611810Sat. Flow, veh/h148617701587Sat. Flow, veh/h 0.1190.2550.041Flow Ratios0.2360.1950.007Flow Ratios Sum of Flow RatiosSum of Flow Ratios CL/(CL-LT)CL/(CL-LT) XcXc SW BNEBSBTRSBLCritical Movements 35134511Adj Flow Rate, veh/h 148617701587Sat. Flow, veh/h 0.2360.1950.007Flow Ratios Sum of Flow Ratios CL/(CL-LT) Xc EBLSBTRSBLCritical Movements 14636657Adj Flow Rate, veh/h 162017601810Sat. Flow, veh/h 0.0900.2080.031Flow Ratios Sum of Flow Ratios CL/(CL-LT) Xc 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Daisey St West of Bob Straub (EB Direction Only)QC JOB #: QC JOB #: 15634501 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Nov 18 2021 - Nov 18 2021 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile18 Nov 21 12:00 AM 6 6 6 01:00 AM 8 8 8 02:00 AM 3 3 3 03:00 AM 10 10 10 04:00 AM 20 20 20 05:00 AM 39 39 39 06:00 AM 68 68 68 07:00 AM 9393 9393 9393 08:00 AM 48 48 48 09:00 AM 60 60 60 10:00 AM 66 66 66 11:00 AM 69 69 69 12:00 PM 56 56 56 01:00 PM 69 69 69 02:00 PM 72 72 72 03:00 PM 83 83 83 04:00 PM 9292 9292 9292 05:00 PM 63 63 63 06:00 PM 52 52 52 07:00 PM 44 44 44 08:00 PM 26 26 26 09:00 PM 18 18 18 10:00 PM 16 16 16 11:00 PM 4 4 4 Day TotalDay Total 1085 1085 1085 % Weekday Average 100% % Week Average 100%100% AM Peak Volume 7:00 AM 93 7:00 AM 93 7:00 AM 93 PM Peak Volume 4:00 PM 92 4:00 PM 92 4:00 PM 92 Comments: Report generated on 11/23/2021 2:32 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Bob Straub South of Daisey St (NB Direction Only)QC JOB #: QC JOB #: 15634502 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: NB CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Nov 18 2021 - Nov 18 2021 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile18 Nov 21 12:00 AM 24 24 24 01:00 AM 15 15 15 02:00 AM 7 7 7 03:00 AM 37 37 37 04:00 AM 73 73 73 05:00 AM 200 200 200 06:00 AM 384 384 384 07:00 AM 726726 726726 726726 08:00 AM 636 636 636 09:00 AM 421 421 421 10:00 AM 412 412 412 11:00 AM 479 479 479 12:00 PM 418 418 418 01:00 PM 470 470 470 02:00 PM 490 490 490 03:00 PM 571571 571571 571571 04:00 PM 566 566 566 05:00 PM 392 392 392 06:00 PM 261 261 261 07:00 PM 157 157 157 08:00 PM 100 100 100 09:00 PM 60 60 60 10:00 PM 60 60 60 11:00 PM 41 41 41 Day TotalDay Total 7000 7000 7000 % Weekday Average 100% % Week Average 100%100% AM Peak Volume 7:00 AM 726 7:00 AM 726 7:00 AM 726 PM Peak Volume 3:00 PM 571 3:00 PM 571 3:00 PM 571 Comments: Report generated on 11/23/2021 2:32 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: 57th Pl East of Bob Straub (WB Direction Only)QC JOB #: QC JOB #: 15634503 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Nov 18 2021 - Nov 18 2021 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile18 Nov 21 12:00 AM 2 2 2 01:00 AM 2 2 2 02:00 AM 0 0 0 03:00 AM 2 2 2 04:00 AM 2 2 2 05:00 AM 7 7 7 06:00 AM 13 13 13 07:00 AM 6767 6767 6767 08:00 AM 31 31 31 09:00 AM 42 42 42 10:00 AM 43 43 43 11:00 AM 57 57 57 12:00 PM 64 64 64 01:00 PM 54 54 54 02:00 PM 49 49 49 03:00 PM 67 67 67 04:00 PM 7474 7474 7474 05:00 PM 73 73 73 06:00 PM 59 59 59 07:00 PM 45 45 45 08:00 PM 19 19 19 09:00 PM 23 23 23 10:00 PM 8 8 8 11:00 PM 3 3 3 Day TotalDay Total 806 806 806 % Weekday Average 100% % Week Average 100%100% AM Peak Volume 7:00 AM 67 7:00 AM 67 7:00 AM 67 PM Peak Volume 4:00 PM 74 4:00 PM 74 4:00 PM 74 Comments: Report generated on 11/23/2021 2:32 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Bob Straub North of Daisey St (SB Direction Only)QC JOB #: QC JOB #: 15634504 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: SB CITY/STATE: CITY/STATE: Springfield, OR DATE: DATE: Nov 18 2021 - Nov 18 2021 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile18 Nov 21 12:00 AM 25 25 25 01:00 AM 11 11 11 02:00 AM 10 10 10 03:00 AM 13 13 13 04:00 AM 15 15 15 05:00 AM 44 44 44 06:00 AM 117 117 117 07:00 AM 231 231 231 08:00 AM 192 192 192 09:00 AM 192 192 192 10:00 AM 212 212 212 11:00 AM 243243 243243 243243 12:00 PM 301 301 301 01:00 PM 306 306 306 02:00 PM 331 331 331 03:00 PM 461 461 461 04:00 PM 522522 522522 522522 05:00 PM 502 502 502 06:00 PM 341 341 341 07:00 PM 208 208 208 08:00 PM 170 170 170 09:00 PM 104 104 104 10:00 PM 75 75 75 11:00 PM 43 43 43 Day TotalDay Total 4669 4669 4669 % Weekday Average 100% % Week Average 100%100% AM Peak Volume 11:00 AM 243 11:00 AM 243 11:00 AM 243 PM Peak Volume 4:00 PM 522 4:00 PM 522 4:00 PM 522 Comments: Report generated on 11/23/2021 2:32 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) All ApproachesBob Straub Parkway North +South Daisy 4-Hour Volume/Hour Daisy 8-Hour Volume/Hour Signal Warrant Report --------------------- 18 Nov 21Date: Bob Straub Pkwy @ Daisy Street/57th PlaceLocation: -------------------------------------------------------- W/O Daisy SE/ODaisy S S/O DaN/O DaPkwyEBPkwyWB Hour15 Min.Hour15 Min15 Min15 MinHour15 MinHour15 MinStart Time 282312114112:00 AM 1312840112:15 AM 109271012:30 AM 651449523612012:45 AM 5417361064421001:00 AM 601929523950001:15 AM 631323330801101:30 AM 692026844812101:45 AM 641220413602002:00 AM 50517202102002:15 AM 45820624101002:30 AM 361117541330002:45 AM 4319251284520003:00 AM BS541632954610003:15 AM N+SEBWB763042161421040003:30 AM 953050131031032203:45 AM 37.57210024468531023104:00 AM 38621274362252051233004:15 AM 40711434665191631683004:30 AM 47911796688363242072104:45 AM 5610223782123433582683205:00 AM 6612228490146484082965205:15 AM 8312336112320275651032115005:30 AM 10215243614124478601839147305:45 AM 12718352417031111088224098306:00 AM 15020461317935693672654209306:15 AM 18725473024043315211636591611206:30 AM 22229584425550114611333682313506:45 AM 268346Overall97430057818712661731418807:00 AM BS315378AM Peak115736268720214656913823807:15 AM N+SEBWB39147101406489846311256559722401907:30 AM 45151151619468957257198599319673207:45 AM 241.531125095522173641710172471925587867808:00 AM 270311355857241721347101620115447601167808:15 AM 29333146015926156433290520016040561853508:30 AM 317351464261271376280828180130504811311008:45 AM 33936166726230123327474015911445581831809:00 AM 35838176966531114225667713894446013341109:15 AM 374391872766331116306650173120536018421309:30 AM 39541197446837110226661314393506011421009:45 AM 4124321765673811002726141601085251943910:00 AM 43244227716740111126761113584515921421010:15 AM 448462378968421096291601163115485716421310:30 AM 468482579268441136306624166105616620431110:45 AM 48851267956746116029662315994656912451111:00 AM 507522779066471213320655167114536517531811:15 AM 526543079161491280358695203148557122511111:30 AM 550563176161471328354722193123706918571711:45 AM 572583374061431378346736173112617720611512:00 PM 593603572764451427369765196119777313652212:15 PM 6146137720644913913227351739380598681412:30 PM 63361397156251136232571917794835615641312:45 PM 6516241708635213032876981529755521658901:00 PM 665634172062521265331710208124845314461001:15 PM 685644273563521284341735198127716217481601:30 PM 700654474662521341382776218122966922541901:45 PM 71866467586555139333981519110685711852702:00 PM 728674776567541412350794187116717720541202:15 PM 739674878567551447376812216128887919501202:30 PM 747684980168541446381821227140877215491802:45 PM 7586751822675615144078812511451067016561403:00 PM 7666752852685716294659712771481297727642003:15 PM 7756653867705716674149812261241027618732103:30 PM 76465538856960174846210322781541248322671203:45 PM 76765519027059180946810392581321269124742104:00 PM 76867539307160Overall181447010502881601288218681404:15 PM 77968539517258PM Peak188348311042801521289026672004:30 PM 78969559747760189247110882621221409224741904:45 PM 7997156982796118244001039209901198315732005:00 PM 806715810077964179143710042531101438419701105:15 PM 82071581012806417154079532291121177315702005:30 PM 8277159101380651619375894203801236314732205:45 PM 8357160100578661580361869184801047123681506:00 PM 8387361998796814563137781626993575731606:15 PM 8417162980756913012526641154867551361806:30 PM 83571619617468120928360214164775211592006:45 PM 8327062930736810652175201024656389561207:00 PM 82569628917168966214455973364471448807:15 PM Oregon Department of Transportation Transportation Development Branch Transportation Planning Analysis Unit Preliminary Traffic Signal Warrant Analysis' Major Street: Bob Straub Pkwy. Project: Woodland Ridge Minor Street: Daisy Street City/County: Springfield/Lane Year: 2021 Alternative: Existing Conditions Preliminary Signal Warrant Volumes Number of ADT on major street ADT on minor street, highest Approach lanes approaching from approaching both directions volume Major Minor Percent of standard warrants Percent of standard warrants Street Street 100 I 70 100 I 70 Case A: Minimum Vehicular Traffic 1 I 8850 6200 2650 1850 2 or more 1 10600 7400 2650 1850 2 or more 2 or more 10600 7400 3550 2500 1 2 or more 8850 6200 3550 2500 Case B: Interruption of Continuous Traffic 1 1 13300 9300 1350 950 2 or more 1 15900 11100 1350 950 2 or more 2 or more 15900 11100 1750 1250 1 2 or more 13300 9300 1750 1250 100 percent of standard warrants X 70 percent of standard warrants2 Preliminary Signal Warrant Calculation Street Number of Warrant Approach Warrant Met Lanes Volumes Volumes Case Major 2 7400 11669 NA Minor 1 1850 1085 Case Major 2 11100 11669 y B Minor I 950 1085 M Weishar 12/13/21 Reviewer and Date: 1 Meeting preliminary signal warrants does not guarantee that a signal will be installed. When preliminary signal warrants are met, project analysts need to coordinate with Region Traffic to initiate the traffic signal engineering investigation as outlined in the Traffic Manual. Before a signal can be installed, the engineering investigation must be conducted or reviewed by the Region Traffic Manager who will forward signal recommendations to headquarters. Traffic signal warrants must be met and the State Traffic Engineer's approval obtained before a traffic signal can be installed on a state highway. 2 Used due to 85th percentile speed in excess of 40 mph or isolated community with population of less than 10,000. Analysis Procedures Manual Oregon Department of Transportation Transportation Development Branch Transportation Planning Analysis Unit Preliminary Traffic Signal Warrant Analysis 1Major Street: Bob Straub Pkwy. Minor Street: Daisy Street Project: Woodland Ridge City/County: Springfield/Lane Year: 2021 Alternative: 2027 -Full Buildout Preliminary Signal Warrant Volumes Number of ADT on major street ADT on minor street, highest Approach lanes approaching from approaching both directions volume Major Minor Percent of standard warrants Percent of standard warrants Street Street 100 I 70 100 I 70 Case A: Minimum Vehicular Traffic l 1 8850 6200 2650 1850 2 or more 1 10600 7400 2650 1850 2 or more 2 or more 10600 7400 3550 2500 1 2 or more 8850 6200 3550 2500 Case B: Interruption of Continuous Traffic 1 1 13300 9300 1350 950 2 or more 1 15900 11100 1350 950 2 or more 2 or more 15900 11100 1750 1250 1 2 or more 13300 9300 1750 1250 100 percent of standard warrants X 70 percent of standard warrants2 Preliminary Signal Warrant Calculation Street Number of Warrant Approach Warrant Met Lanes Volumes Volumes Case Major 2 7400 14435 N A Minor l 1850 1340 Case Major 2 11100 14435 y B Minor 1 950 1340 M Weishar 12/13/21 Reviewer and Date: 1 Meeting preliminary signal warrants does not guarantee that a signal will be installed. When preliminary signal warrants are met, project analysts need to coordinate with Region Traffic to initiate the traffic signal engineering investigation as outlined in the Traffic Manual. Before a signal can be installed, the engineering investigation must be conducted or reviewed by the Region Traffic Manager who will forward signal recommendations to headquarters. Traffic signal warrants must be met and the State Traffic Engineer's approval obtained before a traffic signal can be installed on a state highway. 2 Used due to 85th percentile speed in excess of 40 mph or isolated community with population of less than 10,000. Analysis Procedures Manual WESTBOUNDEASTBOUND Forcythia Street E/O 51st Place WBForcythia Street W/O 51st Place EB December 9 - 12 4-HourHourly15-min4-HourHourly15-min 3411:00 AM 24 32 80100 728212:00 PM 7262 4040 4051 42961:00 2092 75101 81123 104822:00 14482 11292 301003360 3413730513:00 341122630 31902410 321012854 303026404:00 29212662 31422771 37962963 3711223605:00 371002362 33912250 37852142 336019406:00 30711942 29711962 31421940 277318407:00 26712042 301042020 29801731 306117308:00 30611621 28201631 22201320 201015429:00 21111330 20101431 17321230 1730121010:00 17311343 16301241 14101351 1221157211:00 13321340 9301330 9301220 820120012:00 AM 7001100 8111000 8101000 8108001:00 710800 700700 500700 5008112:00 400510 400410 400310 3001003:00 100100 100322 100320 1003204:00 211320 110300 110300 1103005:00 100300 211522 210520 3214206:00 320420 310511 310954 30012837:00 30015113 41117144 52117100 52019928:00 5312182 7422140 7302584 95225609:00 9402762 8202560 8202520 922274210:00 10312720 10302731 11412552 1120245211:00 11102372 101027148 101129142 123231164NOON 179633184 1711235122 2114433122 2114234911:00 22913361 24923451 27833652 267138842:00 27824092 29824091 285042114 3062441143:00 337347145 335040141 336139111 325137924:00 27313340 26413574 24523582 257336825:00 246037102 258340104 237142124 2240381006:00 20403791 20323872 23533652 2610533617:00 231002850 23802952 22502830 221128428:00 23322840 23412642 22512551 205123309:00 22522130 19401710 19411300 1930130010:00 19101200 17101000 1400800 90070011:00 900811 1011610 1010610 91041012:00 AM 710400 600200 500100 4001001:00 200100 311211 210432 2104302:00 210430 200420 200400 2004003:00 200300 100522 100520 1005204:00 100520 100500 100500 1005005:00 100500 000622 000420 0004206:00 000420 000400 000511 0007327:00 1111396 22113112 77516133 881201548:00 98123123 108127144 103031154 1020331329:00 101033100 122236115 12203670 1331387210:00 166341103 16404150 16404272 1741416111:00 18323974 17303881 12303560 112036105NOON 12223360 12313061 12302771 134130751:00 15423292 144130113 166232122 166132922:00 156233114 177235102 208337124 2081381223:00 221043480 241023582 25813540 2810330204:00 27713242 30943120 321023020 328125205:00 30702522 29302553 30432350 304123726:00 28401950 27512053 27531761 264016517:00 22401872 21411640 22321630 204116208:00 19401400 16411400 14201400 142116229:00 16421642 17411562 14401560 1441134010:00 14201320 14211000 1231900 1220102211:00 1220820 1221820 1010820 102180012:00 AM 1020800 910800 910911 8007101:00 600510 500310 500300 4004112:00 400410 300410 200410 2002003:00 200200 100422 100420 0004204:00 000420 000400 000300 0003005:00 000300 000300 000300 0002006:00 000422 111642 110862 1108607:00 2211173 3211394 4311592 43015908:00 64219104 7411960 9522495 106124909:00 10402672 10302892 10103062 1111306010:00 12213062 14533062 15613062 Hourly15-MinHourly15-Min 37144718Maximums 253344Totals 84115 Woodland Ridge Subdivision Traffic Impact Analysis Appendix C Synchro & SimTraffic Reports Access Engineering LLC December 15, 2021 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 1 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 231 118 8 381 126 48 69 2 181 70 11 Future Volume (vph) 3 231 118 8 381 126 48 69 2 181 70 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 150 150 25 25 Satd. Flow (prot) 1805 3403 0 1583 3408 0 0 1828 0 0 1791 0 Flt Permitted 0.950 0.950 0.831 0.750 Satd. Flow (perm) 1805 3403 0 1583 3408 0 0 1550 0 0 1388 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 121 61 1 3 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1383 757 307 236 Travel Time (s) 21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 3 367 0 8 534 0 0 126 0 0 277 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft) 81 520 81 323 20 81 20 81 Trailing Detector (ft) 2 2 2 2 0 2 0 2 Detector 1 Position(ft) 2 2 2 2 0 2 0 2 Detector 1 Size(ft) 20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft) 6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 514 317 Detector 3 Size(ft) 6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 2 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s) 13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%) 14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s) 8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s) 3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s) 2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s) 4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 5.6 16.6 5.8 16.7 14.3 14.3 Actuated g/C Ratio 0.13 0.39 0.13 0.39 0.33 0.33 v/c Ratio 0.01 0.27 0.04 0.39 0.24 0.60 Control Delay 24.7 7.9 24.0 10.7 13.3 19.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.7 7.9 24.0 10.7 13.3 19.4 LOS C A C B B B Approach Delay 8.0 10.9 13.3 19.4 Approach LOS ABBB Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 43.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 39 42 20 8 50 24 16 273 1 48 483 76 Future Volume (vph) 39 42 20 8 50 24 16 273 1 48 483 76 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1751 0 0 1774 0 1805 3468 0 1805 3448 0 Flt Permitted 0.981 0.995 0.950 0.950 Satd. Flow (perm) 0 1751 0 0 1774 0 1805 3468 0 1805 3448 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 106 0 0 86 0 17 288 0 51 588 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 791 21 20 625 1 14 0 23 4 0 3 Future Volume (vph) 5 791 21 20 625 1 14 0 23 4 0 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 25 0 25 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1504 3456 0 1703 3312 0 0 1610 0 0 1524 0 Flt Permitted 0.950 0.950 0.981 0.972 Satd. Flow (perm) 1504 3456 0 1703 3312 0 0 1610 0 0 1524 0 Link Speed (mph) 30 30 20 10 Link Distance (ft) 883 802 1458 164 Travel Time (s) 20.1 18.2 49.7 11.2 Confl. Peds. (#/hr) 7 1 1 7 Confl. Bikes (#/hr) 4 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 20% 4% 5% 6% 9% 0% 8% 0% 5% 0% 0% 33% Shared Lane Traffic (%) Lane Group Flow (vph) 5 855 0 21 659 0 0 39 0070 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 57 4 13 74 7 3 11 7 2 13 7 Future Volume (vph) 9 57 4 13 74 7 3 11 7 2 13 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 0 1790 0 0 1811 0 0 1806 0 0 1163 0 Flt Permitted 0.994 0.993 0.993 0.996 Satd. Flow (perm) 0 1790 0 0 1811 0 0 1806 0 0 1163 0 Link Speed (mph) 25 25 25 25 Link Distance (ft) 2154 3304 800 1458 Travel Time (s) 58.7 90.1 21.8 39.8 Confl. Peds. (#/hr) 3 3 2 1 1 2 Confl. Bikes (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 12% 4% 0% 0% 4% 0% 0% 0% 0% 50% 78% 14% Shared Lane Traffic (%) Lane Group Flow (vph) 0 73 0 0 99 0 0 22 0 0 23 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.5% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 6 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 89 30 8 61 17 2 Future Volume (vph) 89 30 8 61 17 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 1740 0 0 1778 1618 0 Flt Permitted 0.994 0.957 Satd. Flow (perm) 1740 0 0 1778 1618 0 Link Speed (mph) 25 25 25 Link Distance (ft) 3514 2154 386 Travel Time (s) 95.8 58.7 10.5 Confl. Peds. (#/hr) 5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 4% 0% 7% 12% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 126 0 0 72 20 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 18 13 20 9 93 23 251 31 121 402 63 Future Volume (vph) 23 18 13 20 9 93 23 251 31 121 402 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 75 0 100 0 0 100 0 Storage Lanes 0 1 0 1 0 0 1 0 Taper Length (ft) 25 25 25 125 Satd. Flow (prot) 0 1753 1615 0 1587 1504 0 1823 0 1752 1793 0 Flt Permitted 0.973 0.984 0.996 0.950 Satd. Flow (perm) 0 1753 1615 0 1587 1504 0 1823 0 1752 1793 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 525 3514 1091 1333 Travel Time (s) 14.3 95.8 24.8 30.3 Confl. Peds. (#/hr) 5 5 5 5 Confl. Bikes (#/hr)13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 6% 0% 0% 12% 2% 5% 2% 3% 3% 4% 3% Shared Lane Traffic (%) 37% Lane Group Flow (vph) 0 43 14 0 66 62 0 321 0 127 489 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 15 15 15 15 15 15 15 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period (min) 15 HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 8 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Future Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1870 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 243 124 8 401 133 51 73 2 191 74 12 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1154 570 13 1312 430 215 271 6 349 106 16 Arrive On Green 0.00 0.50 0.50 0.01 0.50 0.50 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1810 2328 1150 1587 2621 860 523 1148 27 1014 447 66 Grp Volume(v), veh/h 3 185 182 8 269 265 126 0 0 277 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1685 1587 1770 1711 1698 0 0 1528 0 0 Q Serve(g_s), s 0.1 3.2 3.4 0.3 5.0 5.1 0.0 0.0 0.0 6.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.2 3.4 0.3 5.0 5.1 3.1 0.0 0.0 9.1 0.0 0.0 Prop In Lane 1.00 0.68 1.00 0.50 0.40 0.02 0.69 0.04 Lane Grp Cap(c), veh/h 6 889 835 13 886 857 492 0 0 470 0 0 V/C Ratio(X) 0.51 0.21 0.22 0.60 0.30 0.31 0.26 0.00 0.00 0.59 0.00 0.00 Avail Cap(c_a), veh/h 278 1185 1113 244 1169 1131 992 0 0 924 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 27.6 7.9 7.9 27.4 8.1 8.2 17.3 0.0 0.0 19.4 0.0 0.0 Incr Delay (d2), s/veh 42.5 0.2 0.2 28.4 0.3 0.3 0.2 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.6 1.6 0.2 2.5 2.4 1.6 0.0 0.0 4.0 0.0 0.0 LnGrp Delay(d),s/veh 70.1 8.0 8.1 55.8 8.4 8.5 17.5 0.0 0.0 20.3 0.0 0.0 LnGrp LOS EAAEAAB C Approach Vol, veh/h 370 542 126 277 Approach Delay, s/veh 8.6 9.1 17.5 20.3 Approach LOS A A B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.0 32.9 17.6 4.7 33.1 17.6 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.3 5.4 5.1 2.1 7.1 11.1 Green Ext Time (p_c), s 0.0 21.6 1.9 0.0 20.7 1.7 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 8 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Future Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1870 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 243 124 8 401 133 51 73 2 191 74 12 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1154 570 13 1312 430 215 271 6 349 106 16 Arrive On Green 0.00 0.50 0.50 0.01 0.50 0.50 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1810 2328 1150 1587 2621 860 523 1148 27 1014 447 66 Grp Volume(v), veh/h 3 185 182 8 269 265 126 0 0 277 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1685 1587 1770 1711 1698 0 0 1528 0 0 Q Serve(g_s), s 0.1 3.2 3.4 0.3 5.0 5.1 0.0 0.0 0.0 6.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.2 3.4 0.3 5.0 5.1 3.1 0.0 0.0 9.1 0.0 0.0 Prop In Lane 1.00 0.68 1.00 0.50 0.40 0.02 0.69 0.04 Lane Grp Cap(c), veh/h 6 889 835 13 886 857 492 0 0 470 0 0 V/C Ratio(X) 0.51 0.21 0.22 0.60 0.30 0.31 0.26 0.00 0.00 0.59 0.00 0.00 Avail Cap(c_a), veh/h 278 1185 1113 244 1169 1131 992 0 0 924 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 27.6 7.9 7.9 27.4 8.1 8.2 17.3 0.0 0.0 19.4 0.0 0.0 Incr Delay (d2), s/veh 42.5 0.2 0.2 28.4 0.3 0.3 0.2 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.6 1.6 0.2 2.5 2.4 1.6 0.0 0.0 4.0 0.0 0.0 LnGrp Delay(d),s/veh 70.1 8.0 8.1 55.8 8.4 8.5 17.5 0.0 0.0 20.3 0.0 0.0 LnGrp LOS EAAEAAB C Approach Vol, veh/h 370 542 126 277 Approach Delay, s/veh 8.6 9.1 17.5 20.3 Approach LOS A A B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.0 32.9 17.6 4.7 33.1 17.6 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.3 5.4 5.1 2.1 7.1 11.1 Green Ext Time (p_c), s 0.0 21.6 1.9 0.0 20.7 1.7 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes HCM 2010 TWSC Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 9 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 39 42 20 8 50 24 16 273 1 48 483 76 Future Vol, veh/h 39 42 20 8 50 24 16 273 1 48 483 76 Conflicting Peds, #/hr 2 00002002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------350--125-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 6 30024040030 Mvmt Flow 41 44 21 8 53 25 17 287 1 51 508 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 856 974 294 702 1014 148 588 0 0 290 0 0 Stage 1 650 650 - 324 324 ------- Stage 2 206 324 - 378 690 ------- Critical Hdwy 7.62 6.56 6.9 7.5 6.54 6.98 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.62 5.56 - 6.5 5.54 ------- Critical Hdwy Stg 2 6.62 5.56 - 6.5 5.54 ------- Follow-up Hdwy 3.56 4.03 3.3 3.5 4.02 3.34 2.2 - - 2.2 - - Pot Cap-1 Maneuver 245 249 708 329 237 866 997 - - 1283 - - Stage 1 415 461 - 668 648 ------- Stage 2 765 646 - 621 444 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 186 235 708 261 223 863 997 - - 1281 - - Mov Cap-2 Maneuver 186 235 - 261 223 ------- Stage 1 408 443 - 655 636 ------- Stage 2 668 634 - 521 426 ------- Approach EB WB NB SB HCM Control Delay, s 31 22.6 0.5 0.6 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 997 - - 242 290 1281 - - HCM Lane V/C Ratio 0.017 - - 0.439 0.298 0.039 - - HCM Control Delay (s) 8.7 - - 31 22.6 7.9 - - HCM Lane LOS A - - D C A - - HCM 95th %tile Q(veh) 0.1 - - 2.1 1.2 0.1 - - HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 10 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 791 21 20 625 1 14 0 23 4 0 3 Future Vol, veh/h 5 791 21 20 625 1 14 0 23 4 0 3 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 833 22 21 658 1 15 0 24 4 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 659 0 0 855 0 0 1232 1555 429 1129 1566 337 Stage 1 ------854854-701701- Stage 2 ------378701-428865- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 813 - - 756 - - 127 114 566 161 112 576 Stage 1 ------307378-400444- Stage 2 ------599444-581374- Platoon blocked, % - - - - Mov Cap-1 Maneuver 813 - - 756 - - 122 110 565 150 108 572 Mov Cap-2 Maneuver ------122110-150108- Stage 1 ------305376-398432- Stage 2 ------575432-552372- Approach EB WB NB SB HCM Control Delay, s 0.1 0.3 23.1 22 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 238 813 - - 756 - - 219 HCM Lane V/C Ratio 0.164 0.006 - - 0.028 - - 0.034 HCM Control Delay (s) 23.1 9.5 - - 9.9 - - 22 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 11 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 57 4 13 74 7 3 11 7 2 13 7 Future Vol, veh/h 9 57 4 13 74 7 3 11 7 2 13 7 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 9 60 4 14 78 7 3 12 7 2 14 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 85 0 0 67 0 0 205 196 66 201 195 84 Stage 1 ------8383-110110- Stage 2 ------122113-9185- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1451 - - 1547 - - 757 703 1003 664 585 943 Stage 1 ------930830-791678- Stage 2 ------887806-810697- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1451 - - 1543 - - 725 690 999 642 574 941 Mov Cap-2 Maneuver ------725690-642574- Stage 1 ------922823-786671- Stage 2 ------852798-787691- Approach EB WB NB SB HCM Control Delay, s 1 1 9.8 10.6 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 775 1451 - - 1543 - - 663 HCM Lane V/C Ratio 0.029 0.007 - - 0.009 - - 0.035 HCM Control Delay (s) 9.8 7.5 0 - 7.4 0 - 10.6 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 12 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 89 30 8 61 17 2 Future Vol, veh/h 89 30 8 61 17 2 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 94 32 8 64 18 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 126 0 195 110 Stage 1 - - - - 110 - Stage 2 - - - - 85 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1473 - 772 949 Stage 1 - - - - 890 - Stage 2 - - - - 914 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1473 - 764 949 Mov Cap-2 Maneuver - - - - 764 - Stage 1 - - - - 890 - Stage 2 - - - - 904 - Approach EB WB NB HCM Control Delay, s 0 0.9 9.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 780 - - 1473 - HCM Lane V/C Ratio 0.026 - - 0.006 - HCM Control Delay (s) 9.7 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 13 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 18 13 20 9 93 23 251 31 121 402 63 Future Vol, veh/h 23 18 13 20 9 93 23 251 31 121 402 63 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 24 19 14 21 9 98 24 264 33 127 423 66 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1097 1055 461 1061 1072 286 489 0 0 297 0 0 Stage 1 710 710 - 329 329 ------- Stage 2 387 345 - 732 743 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 188 222 605 203 212 753 1059 - - 1259 - - Stage 1 420 431 - 688 629 ------- Stage 2 631 629 - 416 407 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 141 194 602 165 186 749 1059 - - 1259 - - Mov Cap-2 Maneuver 141 194 - 165 186 ------- Stage 1 409 387 - 669 612 ------- Stage 2 523 612 - 346 366 ------- Approach EB WB NB SB HCM Control Delay, s 29.7 11.7 0.6 1.7 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1059 - - 160 602 446 749 1259 - - HCM Lane V/C Ratio 0.023 - - 0.27 0.023 0.094 0.087 0.101 - - HCM Control Delay (s) 8.5 0 - 35.6 11.1 13.9 10.3 8.2 - - HCM Lane LOS A A -EBBBA - - HCM 95th %tile Q(veh) 0.1 - - 1 0.1 0.3 0.3 0.3 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 Existing 2021 PM Peak Hour Existing 2021 PM Peak Hour C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2021-PM-EX.syn SimTraffic Report cmw Page 14 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 6 86 73 40 54 75 128 144 Average Queue (ft) 0 18 8 5 18 20 43 90 95th Queue (ft) 2 56 35 23 47 60 94 134 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB NB SB SB SB Directions Served LTR LTR L TR L T TR Maximum Queue (ft) 70 78 16 33 26 28 30 Average Queue (ft) 40 37 11411 95th Queue (ft) 66 67 6 11 19 9 10 Link Distance (ft) 3213 188 660 1429 1429 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 51st Place/Driveway & Main Street Movement EB EB EB WB WB WB NB SB Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 33 34 34 55 30 48 34 78 Average Queue (ft) 2 3 1 13 3 2 28 14 95th Queue (ft) 16 19 12 42 18 16 47 52 Link Distance (ft) 857 857 777 777 1374 122 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 25 25 Storage Blk Time (%) 0 0 2 0 Queuing Penalty (veh) 1 0 7 0 Queuing and Blocking Report Woodland Ridge Phases 3-8 Existing 2021 PM Peak Hour Existing 2021 PM Peak Hour C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2021-PM-EX.syn SimTraffic Report cmw Page 15 Intersection: 4: 51st Place & Daisy Street Movement EB NB SB Directions Served LTR LTR LTR Maximum Queue (ft) 23 27 66 Average Queue (ft) 1 14 14 95th Queue (ft) 8 35 49 Link Distance (ft) 2102 766 1374 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: 48th Street & Daisy Street Movement NB Directions Served LR Maximum Queue (ft) 62 Average Queue (ft) 19 95th Queue (ft) 50 Link Distance (ft) 362 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: 42nd Street & Daisy Street Movement EB EB WB WB NB SB SB Directions Served LT R LTR R LTR L TR Maximum Queue (ft) 115 35 60 55 69 56 72 Average Queue (ft) 30 11 36 24 12 22 5 95th Queue (ft) 65 38 57 53 44 52 30 Link Distance (ft) 494 3442 1054 1297 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 100 100 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 8 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 21 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 150 150 25 25 Satd. Flow (prot) 1805 3403 0 1583 3408 0 0 1832 0 0 1791 0 Flt Permitted 0.950 0.950 0.812 0.732 Satd. Flow (perm) 1805 3403 0 1583 3408 0 0 1516 0 0 1355 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 122 60 1 3 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1383 757 307 236 Travel Time (s) 21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 3 455 0 11 681 0 0 162 0 0 351 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft) 81 520 81 323 20 81 20 81 Trailing Detector (ft) 2 2 2 2 0 2 0 2 Detector 1 Position(ft) 2 2 2 2 0 2 0 2 Detector 1 Size(ft) 20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft) 6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 514 317 Detector 3 Size(ft) 6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 22 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s) 13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%) 14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s) 8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s) 3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s) 2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s) 4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 5.6 21.9 5.9 22.0 20.6 20.6 Actuated g/C Ratio 0.10 0.40 0.11 0.40 0.38 0.38 v/c Ratio 0.02 0.32 0.06 0.48 0.28 0.69 Control Delay 31.3 9.9 30.6 13.4 15.3 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.3 9.9 30.6 13.4 15.3 24.2 LOS CA CB B C Approach Delay 10.1 13.7 15.3 24.2 Approach LOS B B B C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 54.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 23 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1747 0 0 1781 0 1805 3472 0 1805 3446 0 Flt Permitted 0.978 0.995 0.950 0.950 Satd. Flow (perm) 0 1747 0 0 1781 0 1805 3472 0 1805 3446 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 146 0 0 104 0 21 357 0 57 733 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 24 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 801 30 44 633 1 19 0 38 4 0 3 Future Volume (vph) 5 801 30 44 633 1 19 0 38 4 0 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 25 0 25 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1504 3453 0 1703 3312 0 0 1605 0 0 1524 0 Flt Permitted 0.950 0.950 0.984 0.972 Satd. Flow (perm) 1504 3453 0 1703 3312 0 0 1605 0 0 1524 0 Link Speed (mph) 30 30 20 10 Link Distance (ft) 883 802 1458 164 Travel Time (s) 20.1 18.2 49.7 11.2 Confl. Peds. (#/hr) 7 1 1 7 Confl. Bikes (#/hr) 4 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 20% 4% 5% 6% 9% 0% 8% 0% 5% 0% 0% 33% Shared Lane Traffic (%) Lane Group Flow (vph) 5 875 0 46 667 0 0 60 0070 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 25 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10 60 5 53 78 6 3 31 32 2 45 6 Future Volume (vph) 10 60 5 53 78 6 3 31 32 2 45 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 0 1783 0 0 1811 0 0 1771 0 0 1099 0 Flt Permitted 0.993 0.981 0.998 0.998 Satd. Flow (perm) 0 1783 0 0 1811 0 0 1771 0 0 1099 0 Link Speed (mph) 25 25 25 25 Link Distance (ft) 2154 3304 800 1458 Travel Time (s) 58.7 90.1 21.8 39.8 Confl. Peds. (#/hr) 3 3 2 1 1 2 Confl. Bikes (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 12% 4% 0% 0% 4% 0% 0% 0% 0% 50% 78% 14% Shared Lane Traffic (%) Lane Group Flow (vph) 0 79 0 0 144 0 0 70 0 0 55 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 26 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 94 86 17 65 50 7 Future Volume (vph) 94 86 17 65 50 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 1691 0 0 1782 1619 0 Flt Permitted 0.990 0.958 Satd. Flow (perm) 1691 0 0 1782 1619 0 Link Speed (mph) 25 25 25 Link Distance (ft) 3514 2154 386 Travel Time (s) 95.8 58.7 10.5 Confl. Peds. (#/hr) 5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 4% 0% 7% 12% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 190 0 0 86 60 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 27 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 28 14 22 18 123 25 270 33 176 433 68 Future Volume (vph) 57 28 14 22 18 123 25 270 33 176 433 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 75 0 100 0 0 100 0 Storage Lanes 0 1 0 1 0 0 1 0 Taper Length (ft) 25 25 25 125 Satd. Flow (prot) 0 1744 1615 0 1585 1504 0 1823 0 1752 1793 0 Flt Permitted 0.967 0.987 0.996 0.950 Satd. Flow (perm) 0 1744 1615 0 1585 1504 0 1823 0 1752 1793 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 525 3514 1091 1333 Travel Time (s) 14.3 95.8 24.8 30.3 Confl. Peds. (#/hr) 5 5 5 5 Confl. Bikes (#/hr)13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 6% 0% 0% 12% 2% 5% 2% 3% 3% 4% 3% Shared Lane Traffic (%) 36% Lane Group Flow (vph) 0 89 15 0 88 83 0 345 0 185 528 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 15 15 15 15 15 15 15 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 28 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot) 1805 3404 1583 3407 1833 1792 Flt Permitted 0.95 1.00 0.95 1.00 0.81 0.73 Satd. Flow (perm) 1805 3404 1583 3407 1516 1355 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 3 301 154 11 512 169 62 98 2 236 100 15 RTOR Reduction (vph) 0 76 0 0 37 0010020 Lane Group Flow (vph) 3 379 0 11 644 0 0 161 0 0 349 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 0.7 21.9 0.9 22.1 20.5 20.5 Effective Green, g (s) 0.7 21.9 0.9 22.1 20.5 20.5 Actuated g/C Ratio 0.01 0.38 0.02 0.38 0.36 0.36 Clearance Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph) 21 1291 24 1304 538 481 v/s Ratio Prot 0.00 0.11 c0.01 c0.19 v/s Ratio Perm 0.11 c0.26 v/c Ratio 0.14 0.29 0.46 0.49 0.30 0.73 Uniform Delay, d1 28.2 12.5 28.2 13.5 13.4 16.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.3 0.2 9.8 0.4 0.2 5.1 Delay (s) 30.5 12.7 37.9 13.9 13.7 21.2 Level of Service C B D B B C Approach Delay (s) 12.8 14.3 13.7 21.2 Approach LOS B B B C Intersection Summary HCM 2000 Control Delay 15.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 57.7 Sum of lost time (s) 14.4 Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 28 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 301 154 11 512 169 62 98 2 236 100 15 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1122 561 18 1289 423 220 317 6 373 124 18 Arrive On Green 0.00 0.48 0.48 0.01 0.49 0.49 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1810 2318 1158 1587 2620 861 506 1117 20 988 435 64 Grp Volume(v), veh/h 3 231 224 11 345 336 162 0 0 351 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1683 1587 1770 1711 1644 0 0 1486 0 0 Q Serve(g_s), s 0.1 5.0 5.2 0.5 8.0 8.1 0.0 0.0 0.0 9.5 0.0 0.0 Cycle Q Clear(g_c), s 0.1 5.0 5.2 0.5 8.0 8.1 4.7 0.0 0.0 14.2 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.50 0.38 0.01 0.67 0.04 Lane Grp Cap(c), veh/h 6 868 815 18 871 842 543 0 0 514 0 0 V/C Ratio(X) 0.51 0.27 0.27 0.63 0.40 0.40 0.30 0.00 0.00 0.68 0.00 0.00 Avail Cap(c_a), veh/h 236 1006 944 207 993 960 834 0 0 776 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.5 10.0 10.0 32.1 10.5 10.5 18.3 0.0 0.0 21.6 0.0 0.0 Incr Delay (d2), s/veh 43.0 0.2 0.3 24.0 0.4 0.4 0.2 0.0 0.0 1.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 2.5 2.4 0.3 3.9 3.9 2.3 0.0 0.0 6.0 0.0 0.0 LnGrp Delay(d),s/veh 75.4 10.2 10.3 56.1 10.9 10.9 18.6 0.0 0.0 22.8 0.0 0.0 LnGrp LOS EBBEBBB C Approach Vol, veh/h 458 692 162 351 Approach Delay, s/veh 10.7 11.6 18.6 22.8 Approach LOS B B B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.2 37.0 23.0 4.7 37.5 23.0 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.5 7.2 6.7 2.1 10.1 16.2 Green Ext Time (p_c), s 0.0 24.1 2.5 0.0 22.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 14.4 HCM 2010 LOS B Notes HCM 2010 TWSC Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 29 Intersection Int Delay, s/veh 15.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 62 52 25 10 62 27 20 338 1 54 597 100 Future Vol, veh/h 62 52 25 10 62 27 20 338 1 54 597 100 Conflicting Peds, #/hr 2 00002002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------350--125-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 6 30024040030 Mvmt Flow 65 55 26 11 65 28 21 356 1 57 628 105 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1050 1196 367 857 1248 183 733 0 0 359 0 0 Stage 1 795 795 - 401 401 ------- Stage 2 255 401 - 456 847 ------- Critical Hdwy 7.62 6.56 6.9 7.5 6.54 6.98 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.62 5.56 - 6.5 5.54 ------- Critical Hdwy Stg 2 6.62 5.56 - 6.5 5.54 ------- Follow-up Hdwy 3.56 4.03 3.3 3.5 4.02 3.34 2.2 - - 2.2 - - Pot Cap-1 Maneuver 176 183 636 254 172 822 881 - - 1211 - - Stage 1 338 395 - 602 599 ------- Stage 2 716 597 - 559 376 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 110 170 636 173 160 819 881 - - 1209 - - Mov Cap-2 Maneuver 110 170 - 173 160 ------- Stage 1 330 376 - 586 583 ------- Stage 2 598 581 - 436 358 ------- Approach EB WB NB SB HCM Control Delay, s 119.8 38.8 0.5 0.6 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 881 - - 153 207 1209 - - HCM Lane V/C Ratio 0.024 - - 0.956 0.503 0.047 - - HCM Control Delay (s) 9.2 - - 119.8 38.8 8.1 - - HCM Lane LOS A - - F E A - - HCM 95th %tile Q(veh) 0.1 - - 7 2.5 0.1 - - HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 30 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Future Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 20 0 40 4 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 127 94 569 Mov Cap-2 Maneuver ------10696-12794- Stage 1 ------299370-367392- Stage 2 ------515392-532364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.1 24.7 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 190 HCM Lane V/C Ratio 0.261 0.007 - - 0.062 - - 0.039 HCM Control Delay (s) 26.1 9.5 - - 10.2 - - 24.7 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1 0 - - 0.2 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 31 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 60 5 53 78 6 3 31 32 2 45 6 Future Vol, veh/h 10 60 5 53 78 6 3 31 32 2 45 6 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 11 63 5 56 82 6 3 33 34 2 47 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 88 0 0 71 0 0 317 291 70 319 290 87 Stage 1 ------9191-197197- Stage 2 ------226200-12293- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1447 - - 1542 - - 640 623 998 551 512 939 Stage 1 ------921823-706616- Stage 2 ------781739-779691- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1447 - - 1538 - - 566 592 994 492 487 937 Mov Cap-2 Maneuver ------566592-492487- Stage 1 ------911814-700593- Stage 2 ------685711-716683- Approach EB WB NB SB HCM Control Delay, s 1 2.9 10.4 12.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 734 1447 - - 1538 - - 515 HCM Lane V/C Ratio 0.095 0.007 - - 0.036 - - 0.108 HCM Control Delay (s) 10.4 7.5 0 - 7.4 0 - 12.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.4 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 32 Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 94 86 17 65 50 7 Future Vol, veh/h 94 86 17 65 50 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 99 91 18 68 53 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 190 0 254 145 Stage 1 - - - - 145 - Stage 2 - - - - 109 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1396 - 713 908 Stage 1 - - - - 858 - Stage 2 - - - - 891 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1396 - 700 908 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 858 - Stage 2 - - - - 875 - Approach EB WB NB HCM Control Delay, s 0 1.6 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 720 - - 1396 - HCM Lane V/C Ratio 0.083 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 33 Intersection Int Delay, s/veh 12.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Future Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 60 29 15 23 19 129 26 284 35 185 456 72 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1295 1233 497 1243 1252 307 528 0 0 319 0 0 Stage 1 862 862 - 354 354 ------- Stage 2 433 371 - 889 898 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 137 174 577 153 165 733 1024 - - 1235 - - Stage 1 346 367 - 667 613 ------- Stage 2 595 613 - 341 345 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 87 143 574 108 136 730 1024 - - 1235 - - Mov Cap-2 Maneuver 87 143 - 108 136 ------- Stage 1 335 312 - 646 594 ------- Stage 2 457 594 - 255 293 ------- Approach EB WB NB SB HCM Control Delay, s 121.8 14.2 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1024 - - 100 574 313 730 1235 - - HCM Lane V/C Ratio 0.026 - - 0.895 0.026 0.198 0.118 0.15 - - HCM Control Delay (s) 8.6 0 - 140 11.4 19.3 10.6 8.4 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 5.2 0.1 0.7 0.4 0.5 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2027 PM Peak Hour - Buildout 2027 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2027-PM-Buildout.syn SimTraffic Report cmw Page 34 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 13 114 100 15 145 163 130 187 Average Queue (ft) 1 43 21 2 44 40 66 130 95th Queue (ft) 7 93 71 10 102 99 122 199 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 7 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB SB SB Directions Served LTR LTR L L T Maximum Queue (ft) 193 102 22 47 25 Average Queue (ft) 76 46 3 10 1 95th Queue (ft) 159 87 13 30 8 Link Distance (ft) 3213 188 1429 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 51st Place/Driveway & Main Street Movement EB EB EB WB WB WB NB SB Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 31 30 82 54 35 34 114 35 Average Queue (ft) 3 2 5 18 3 1 38 12 95th Queue (ft) 18 12 32 49 20 12 81 38 Link Distance (ft) 857 857 777 777 1374 122 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 25 25 Storage Blk Time (%) 0 0 4 0 Queuing Penalty (veh) 1 0 13 0 Queuing and Blocking Report Woodland Ridge Phases 3-8 2027 PM Peak Hour - Buildout 2027 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2027-PM-Buildout.syn SimTraffic Report cmw Page 35 Intersection: 4: 51st Place & Daisy Street Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 32 31 56 111 Average Queue (ft) 2 4 25 43 95th Queue (ft) 16 21 41 96 Link Distance (ft) 2102 3213 766 1374 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: 48th Street & Daisy Street Movement WB NB Directions Served LT LR Maximum Queue (ft) 58 102 Average Queue (ft) 5 44 95th Queue (ft) 28 79 Link Distance (ft) 2102 362 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: 42nd Street & Daisy Street Movement EB EB WB WB NB SB SB Directions Served LT R LTR R LTR L TR Maximum Queue (ft) 94 35 77 74 50 71 50 Average Queue (ft) 55 20 42 34 8 30 3 95th Queue (ft) 91 47 69 62 29 65 23 Link Distance (ft) 494 3442 1054 1297 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 100 100 Storage Blk Time (%) 3 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 0 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1747 0 0 1773 0 1805 3471 0 1805 3446 0 Flt Permitted 0.776 0.970 0.950 0.950 Satd. Flow (perm) 0 1385 0 0 1729 0 1805 3471 0 1800 3446 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 12 21 28 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 146 0 0 104 0 21 357 0 57 733 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 31.0 31.0 31.0 31.0 13.0 43.0 16.0 46.0 Total Split (%) 34.4% 34.4% 34.4% 34.4% 14.4% 47.8% 17.8% 51.1% Maximum Green (s) 26.5 26.5 26.5 26.5 8.5 38.5 11.5 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 13.5 13.5 6.6 56.8 8.2 62.6 Actuated g/C Ratio 0.15 0.15 0.07 0.63 0.09 0.70 v/c Ratio 0.67 0.38 0.16 0.16 0.35 0.30 Control Delay 47.6 29.8 40.9 7.0 43.4 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.6 29.8 40.9 7.0 43.4 7.0 LOS D C DA DA Approach Delay 47.6 29.8 8.9 9.7 Approach LOS D C A A Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 14.8 Intersection LOS: B Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Bob Straub Pkwy & Daisy Street HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 128 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot) 1805 3404 1583 3407 1833 1791 Flt Permitted 0.95 1.00 0.95 1.00 0.81 0.69 Satd. Flow (perm) 1805 3404 1583 3407 1505 1278 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 3 301 154 11 512 169 62 98 2 236 100 15 RTOR Reduction (vph) 0 60 0 0 29 0010020 Lane Group Flow (vph) 3 395 0 11 652 0 0 161 0 0 349 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 1.2 45.7 1.4 45.9 28.5 28.5 Effective Green, g (s) 1.2 45.7 1.4 45.9 28.5 28.5 Actuated g/C Ratio 0.01 0.51 0.02 0.51 0.32 0.32 Clearance Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph) 24 1728 24 1737 476 404 v/s Ratio Prot 0.00 0.12 c0.01 c0.19 v/s Ratio Perm 0.11 c0.27 v/c Ratio 0.12 0.23 0.46 0.38 0.34 0.86 Uniform Delay, d1 43.9 12.3 43.9 13.4 23.5 28.9 Progression Factor 1.00 1.00 1.31 0.58 1.00 1.00 Incremental Delay, d2 1.7 0.3 9.5 0.6 0.3 17.0 Delay (s) 45.6 12.6 66.8 8.3 23.8 45.9 Level of Service D B E A C D Approach Delay (s) 12.9 9.3 23.8 45.9 Approach LOS B A C D Intersection Summary HCM 2000 Control Delay 19.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 14.4 Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 129 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.98 0.96 1.00 1.00 1.00 0.98 Flt Protected 0.98 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1746 1772 1805 3470 1805 3444 Flt Permitted 0.78 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1385 1728 1805 3470 1805 3444 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 65 55 26 11 65 28 21 356 1 57 628 105 RTOR Reduction (vph) 0 10 0 0 18 0000090 Lane Group Flow (vph) 0 136 0 0 86 0 21 357 0 57 724 0 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G (s) 13.5 13.5 3.1 55.9 7.1 59.9 Effective Green, g (s) 13.5 13.5 3.1 55.9 7.1 59.9 Actuated g/C Ratio 0.15 0.15 0.03 0.62 0.08 0.67 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 207 259 62 2155 142 2292 v/s Ratio Prot 0.01 0.10 c0.03 c0.21 v/s Ratio Perm c0.10 0.05 v/c Ratio 0.66 0.33 0.34 0.17 0.40 0.32 Uniform Delay, d1 36.1 34.2 42.4 7.2 39.4 6.4 Progression Factor 1.00 1.00 0.99 0.80 1.00 1.00 Incremental Delay, d2 7.3 0.8 3.2 0.2 1.9 0.4 Delay (s) 43.3 35.0 45.3 6.0 41.3 6.7 Level of Service D C D A D A Approach Delay (s) 43.3 35.0 8.1 9.2 Approach LOS D C A A Intersection Summary HCM 2000 Control Delay 14.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 13.5 Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 128 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 301 154 11 512 169 62 98 2 236 100 15 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1274 637 17 1460 479 203 299 6 331 112 17 Arrive On Green 0.00 0.55 0.55 0.02 1.00 1.00 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1810 2318 1158 1587 2620 861 527 1070 20 946 401 60 Grp Volume(v), veh/h 3 231 224 11 345 336 162 0 0 351 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1683 1587 1770 1711 1617 0 0 1407 0 0 Q Serve(g_s), s 0.1 6.0 6.2 0.6 0.0 0.0 0.0 0.0 0.0 14.9 0.0 0.0 Cycle Q Clear(g_c), s 0.1 6.0 6.2 0.6 0.0 0.0 6.8 0.0 0.0 21.6 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.50 0.38 0.01 0.67 0.04 Lane Grp Cap(c), veh/h 6 986 925 17 986 953 507 0 0 460 0 0 V/C Ratio(X) 0.52 0.23 0.24 0.65 0.35 0.35 0.32 0.00 0.00 0.76 0.00 0.00 Avail Cap(c_a), veh/h 171 986 925 150 986 953 601 0 0 545 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.96 0.96 0.96 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 44.8 10.5 10.5 43.9 0.0 0.0 25.7 0.0 0.0 31.3 0.0 0.0 Incr Delay (d2), s/veh 44.1 0.6 0.6 26.0 0.9 1.0 0.3 0.0 0.0 4.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 3.1 3.0 0.4 0.3 0.3 3.2 0.0 0.0 9.0 0.0 0.0 LnGrp Delay(d),s/veh 88.9 11.0 11.1 69.8 0.9 1.0 25.9 0.0 0.0 36.1 0.0 0.0 LnGrp LOS F BBEAAC D Approach Vol, veh/h 458 692 162 351 Approach Delay, s/veh 11.6 2.1 25.9 36.1 Approach LOS B A C D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.5 54.9 29.7 4.8 55.5 29.7 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.6 8.2 8.8 2.1 2.0 23.6 Green Ext Time (p_c), s 0.0 23.3 2.4 0.0 27.6 1.4 Intersection Summary HCM 2010 Ctrl Delay 14.2 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 130 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (veh/h) 62 52 25 10 62 27 20 338 1 54 597 100 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Adj Sat Flow, veh/h/ln 1900 1830 1900 1900 1857 1900 1900 1827 1900 1900 1852 1900 Adj Flow Rate, veh/h 65 55 26 11 65 28 21 356 1 57 628 105 Adj No. of Lanes 010010120120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %333222044033 Cap, veh/h 134 89 36 56 148 59 41 2428 7 76 2123 354 Arrive On Green 0.12 0.12 0.12 0.12 0.12 0.12 0.05 1.00 1.00 0.04 0.70 0.70 Sat Flow, veh/h 617 715 288 91 1189 472 1810 3551 10 1810 3019 504 Grp Volume(v), veh/h 146 0 0 104 0 0 21 174 183 57 366 367 Grp Sat Flow(s),veh/h/ln 1620 0 0 1753 0 0 1810 1736 1825 1810 1760 1763 Q Serve(g_s), s 2.5 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 2.8 7.0 7.0 Cycle Q Clear(g_c), s 7.5 0.0 0.0 4.9 0.0 0.0 1.0 0.0 0.0 2.8 7.0 7.0 Prop In Lane 0.45 0.18 0.11 0.27 1.00 0.01 1.00 0.29 Lane Grp Cap(c), veh/h 259 0 0 262 0 0 41 1187 1248 76 1237 1239 V/C Ratio(X) 0.56 0.00 0.00 0.40 0.00 0.00 0.51 0.15 0.15 0.75 0.30 0.30 Avail Cap(c_a), veh/h 513 0 0 550 0 0 171 1187 1248 231 1237 1239 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.7 0.0 0.0 36.7 0.0 0.0 42.5 0.0 0.0 42.6 5.0 5.0 Incr Delay (d2), s/veh 1.9 0.0 0.0 1.0 0.0 0.0 9.3 0.3 0.2 13.4 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 0.0 2.5 0.0 0.0 0.6 0.1 0.1 1.7 3.6 3.6 LnGrp Delay(d),s/veh 39.6 0.0 0.0 37.7 0.0 0.0 51.8 0.3 0.2 56.0 5.6 5.6 LnGrp LOS D D D AAEAA Approach Vol, veh/h 146 104 378 790 Approach Delay, s/veh 39.6 37.7 3.1 9.3 Approach LOS D D A A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.3 66.0 15.7 6.5 67.8 15.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 38.5 26.5 8.5 41.5 26.5 Max Q Clear Time (g_c+I1), s 4.8 2.0 9.5 3.0 9.0 6.9 Green Ext Time (p_c), s 0.0 7.0 1.4 0.0 6.9 1.4 Intersection Summary HCM 2010 Ctrl Delay 12.8 HCM 2010 LOS B HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 130 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Future Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 20 0 40 4 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 127 94 569 Mov Cap-2 Maneuver ------10696-12794- Stage 1 ------299370-367392- Stage 2 ------515392-532364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.1 24.7 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 190 HCM Lane V/C Ratio 0.261 0.007 - - 0.062 - - 0.039 HCM Control Delay (s) 26.1 9.5 - - 10.2 - - 24.7 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1 0 - - 0.2 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 131 Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 94 86 17 65 50 7 Future Vol, veh/h 94 86 17 65 50 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 99 91 18 68 53 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 190 0 254 145 Stage 1 - - - - 145 - Stage 2 - - - - 109 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1396 - 713 908 Stage 1 - - - - 858 - Stage 2 - - - - 891 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1396 - 700 908 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 858 - Stage 2 - - - - 875 - Approach EB WB NB HCM Control Delay, s 0 1.6 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 720 - - 1396 - HCM Lane V/C Ratio 0.083 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 132 Intersection Int Delay, s/veh 12.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Future Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 60 29 15 23 19 129 26 284 35 185 456 72 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1295 1233 497 1243 1252 307 528 0 0 319 0 0 Stage 1 862 862 - 354 354 ------- Stage 2 433 371 - 889 898 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 137 174 577 153 165 733 1024 - - 1235 - - Stage 1 346 367 - 667 613 ------- Stage 2 595 613 - 341 345 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 87 143 574 108 136 730 1024 - - 1235 - - Mov Cap-2 Maneuver 87 143 - 108 136 ------- Stage 1 335 312 - 646 594 ------- Stage 2 457 594 - 255 293 ------- Approach EB WB NB SB HCM Control Delay, s 121.8 14.2 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1024 - - 100 574 313 730 1235 - - HCM Lane V/C Ratio 0.026 - - 0.895 0.026 0.198 0.118 0.15 - - HCM Control Delay (s) 8.6 0 - 140 11.4 19.3 10.6 8.4 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 5.2 0.1 0.7 0.4 0.5 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2027 PM Peak Hour - Buildout w/Signal 2027 PM Peak Hour - Buildout w/Signal C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2027-PM-Buildout-w-Signal.syn SimTraffic Report cmw Page 135 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 38 109 122 39 85 146 208 187 Average Queue (ft) 2 40 26 6 30 32 80 154 95th Queue (ft) 15 96 77 24 76 95 145 207 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 14 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 216 103 68 110 156 119 132 170 Average Queue (ft) 101 49 12 40 37 41 55 71 95th Queue (ft) 180 99 41 84 98 104 116 136 Link Distance (ft) 3213 188 660 660 1429 1429 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 Zone Summary Zone wide Queuing Penalty: 1 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 41 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 150 150 25 25 Satd. Flow (prot) 1805 3403 0 1583 3408 0 0 1831 0 0 1791 0 Flt Permitted 0.950 0.950 0.778 0.694 Satd. Flow (perm) 1805 3403 0 1583 3408 0 0 1452 0 0 1285 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 122 61 1 3 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1383 757 307 236 Travel Time (s) 21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 544 0 13 791 0 0 194 0 0 417 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft) 81 520 81 323 20 81 20 81 Trailing Detector (ft) 2 2 2 2 0 2 0 2 Detector 1 Position(ft) 2 2 2 2 0 2 0 2 Detector 1 Size(ft) 20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft) 6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 514 317 Detector 3 Size(ft) 6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 42 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s) 13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%) 14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s) 8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s) 3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s) 2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s) 4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 5.4 25.3 5.8 25.5 30.5 30.5 Actuated g/C Ratio 0.08 0.37 0.09 0.38 0.45 0.45 v/c Ratio 0.03 0.40 0.10 0.60 0.30 0.72 Control Delay 34.5 13.0 34.8 17.8 16.0 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 13.0 34.8 17.8 16.0 27.2 LOS CB CB B C Approach Delay 13.1 18.0 16.0 27.2 Approach LOS B B B C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 67.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 18.4 Intersection LOS: B Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 43 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 72 62 30 12 74 36 24 404 1 71 715 136 Future Volume (vph) 72 62 30 12 74 36 24 404 1 71 715 136 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1748 0 0 1773 0 1805 3471 0 1805 3437 0 Flt Permitted 0.979 0.995 0.950 0.950 Satd. Flow (perm) 0 1748 0 0 1773 0 1805 3471 0 1805 3437 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 173 0 0 129 0 25 426 0 75 896 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 44 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 801 30 44 633 1 21 0 42 5 0 4 Future Volume (vph) 5 801 30 44 633 1 21 0 42 5 0 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 25 0 25 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1504 3453 0 1703 3312 0 0 1605 0 0 1516 0 Flt Permitted 0.950 0.950 0.984 0.973 Satd. Flow (perm) 1504 3453 0 1703 3312 0 0 1605 0 0 1516 0 Link Speed (mph) 30 30 20 10 Link Distance (ft) 883 802 1458 164 Travel Time (s) 20.1 18.2 49.7 11.2 Confl. Peds. (#/hr) 7 1 1 7 Confl. Bikes (#/hr) 4 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 20% 4% 5% 6% 9% 0% 8% 0% 5% 0% 0% 33% Shared Lane Traffic (%) Lane Group Flow (vph) 5 875 0 46 667 0 0 66 0090 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 45 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10 62 4 53 82 8 3 31 32 2 47 9 Future Volume (vph) 10 62 4 53 82 8 3 31 32 2 47 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 0 1786 0 0 1811 0 0 1771 0 0 1110 0 Flt Permitted 0.993 0.982 0.998 0.998 Satd. Flow (perm) 0 1786 0 0 1811 0 0 1771 0 0 1110 0 Link Speed (mph) 25 25 25 25 Link Distance (ft) 2154 3304 800 1458 Travel Time (s) 58.7 90.1 21.8 39.8 Confl. Peds. (#/hr) 3 3 2 1 1 2 Confl. Bikes (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 12% 4% 0% 0% 4% 0% 0% 0% 0% 50% 78% 14% Shared Lane Traffic (%) Lane Group Flow (vph) 0 80 0 0 150 0 0 70 0 0 60 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.3% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 46 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 99 87 17 68 51 7 Future Volume (vph) 99 87 17 68 51 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 1695 0 0 1781 1621 0 Flt Permitted 0.990 0.958 Satd. Flow (perm) 1695 0 0 1781 1621 0 Link Speed (mph) 25 25 25 Link Distance (ft) 3514 2154 386 Travel Time (s) 95.8 58.7 10.5 Confl. Peds. (#/hr) 5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 4% 0% 7% 12% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 196 0 0 90 61 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.3% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 47 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 26 28 14 22 18 127 26 279 35 181 447 70 Future Volume (vph) 26 28 14 22 18 127 26 279 35 181 447 70 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 75 0 100 0 0 100 0 Storage Lanes 0 1 0 1 0 0 1 0 Taper Length (ft) 25 25 25 125 Satd. Flow (prot) 0 1757 1615 0 1582 1504 0 1823 0 1752 1793 0 Flt Permitted 0.976 0.987 0.996 0.950 Satd. Flow (perm) 0 1757 1615 0 1582 1504 0 1823 0 1752 1793 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 525 3514 1091 1333 Travel Time (s) 14.3 95.8 24.8 30.3 Confl. Peds. (#/hr) 5 5 5 5 Confl. Bikes (#/hr)13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 6% 0% 0% 12% 2% 5% 2% 3% 3% 4% 3% Shared Lane Traffic (%) 36% Lane Group Flow (vph) 0 56 15 0 90 86 0 358 0 191 545 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 15 15 15 15 15 15 15 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 68.0% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 48 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot) 1805 3404 1583 3407 1831 1792 Flt Permitted 0.95 1.00 0.95 1.00 0.78 0.69 Satd. Flow (perm) 1805 3404 1583 3407 1452 1286 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 360 184 13 594 197 75 116 3 282 118 17 RTOR Reduction (vph) 0 79 0 0 39 0010020 Lane Group Flow (vph) 4 465 0 13 752 0 0 193 0 0 415 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 0.9 25.2 1.1 25.4 30.5 30.5 Effective Green, g (s) 0.9 25.2 1.1 25.4 30.5 30.5 Actuated g/C Ratio 0.01 0.35 0.02 0.36 0.43 0.43 Clearance Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph) 22 1204 24 1215 621 550 v/s Ratio Prot 0.00 0.14 c0.01 c0.22 v/s Ratio Perm 0.13 c0.32 v/c Ratio 0.18 0.39 0.54 0.62 0.31 0.76 Uniform Delay, d1 34.8 17.2 34.8 18.9 13.4 17.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.3 18.2 1.1 0.2 5.6 Delay (s) 37.7 17.5 53.0 20.0 13.6 22.8 Level of Service D B D B B C Approach Delay (s) 17.6 20.5 13.6 22.8 Approach LOS B C B C Intersection Summary HCM 2000 Control Delay 19.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 71.2 Sum of lost time (s) 14.4 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 48 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 4 360 184 13 594 197 75 116 3 282 118 17 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 8 1059 532 20 1219 403 246 354 8 400 133 19 Arrive On Green 0.00 0.46 0.46 0.01 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, veh/h 1810 2313 1163 1587 2614 865 532 1058 25 951 398 57 Grp Volume(v), veh/h 4 278 266 13 402 389 194 0 0 417 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1682 1587 1770 1710 1616 0 0 1407 0 0 Q Serve(g_s), s 0.2 7.3 7.5 0.6 11.6 11.6 0.0 0.0 0.0 14.5 0.0 0.0 Cycle Q Clear(g_c), s 0.2 7.3 7.5 0.6 11.6 11.6 6.2 0.0 0.0 20.7 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.51 0.39 0.02 0.68 0.04 Lane Grp Cap(c), veh/h 8 821 770 20 825 797 608 0 0 553 0 0 V/C Ratio(X) 0.52 0.34 0.35 0.65 0.49 0.49 0.32 0.00 0.00 0.75 0.00 0.00 Avail Cap(c_a), veh/h 208 888 833 183 877 847 731 0 0 662 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 36.7 12.9 12.9 36.3 13.6 13.6 18.3 0.0 0.0 23.2 0.0 0.0 Incr Delay (d2), s/veh 34.6 0.3 0.4 22.9 0.6 0.7 0.2 0.0 0.0 3.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 3.7 3.6 0.4 5.7 5.6 3.0 0.0 0.0 8.6 0.0 0.0 LnGrp Delay(d),s/veh 71.3 13.2 13.3 59.2 14.3 14.3 18.5 0.0 0.0 26.9 0.0 0.0 LnGrp LOS EBBEBBB C Approach Vol, veh/h 548 804 194 417 Approach Delay, s/veh 13.7 15.0 18.5 26.9 Approach LOS B B B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.4 39.2 29.2 4.8 39.8 29.2 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.6 9.5 8.2 2.2 13.6 22.7 Green Ext Time (p_c), s 0.0 24.2 3.0 0.0 20.8 1.9 Intersection Summary HCM 2010 Ctrl Delay 17.5 HCM 2010 LOS B Notes HCM 2010 TWSC Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 49 Intersection Int Delay, s/veh 87.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 72 62 30 12 74 36 24 404 1 71 715 136 Future Vol, veh/h 72 62 30 12 74 36 24 404 1 71 715 136 Conflicting Peds, #/hr 2 00002002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------350--125-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 6 30024040030 Mvmt Flow 76 65 32 13 78 38 25 425 1 75 753 143 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1279 1453 448 1037 1524 217 896 0 0 428 0 0 Stage 1 975 975 - 478 478 ------- Stage 2 304 478 - 559 1046 ------- Critical Hdwy 7.62 6.56 6.9 7.5 6.54 6.98 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.62 5.56 - 6.5 5.54 ------- Critical Hdwy Stg 2 6.62 5.56 - 6.5 5.54 ------- Follow-up Hdwy 3.56 4.03 3.3 3.5 4.02 3.34 2.2 - - 2.2 - - Pot Cap-1 Maneuver 119 128 564 188 117 781 766 - - 1142 - - Stage 1 262 326 - 543 554 ------- Stage 2 669 551 - 486 304 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 42 115 564 91 105 778 766 - - 1140 - - Mov Cap-2 Maneuver ~ 42 115 - 91 105 ------- Stage 1 253 304 - 525 535 ------- Stage 2 525 532 - 337 284 ------- Approach EB WB NB SB HCM Control Delay, s$ 776.8 121.1 0.6 0.6 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 766 - - 71 138 1140 - - HCM Lane V/C Ratio 0.033 - - 2.431 0.931 0.066 - - HCM Control Delay (s) 9.9 - -$ 776.8 121.1 8.4 - - HCM Lane LOS A - - F F A - - HCM 95th %tile Q(veh) 0.1 - - 16.6 6.4 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 50 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Future Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 22 0 44 5 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 126 94 569 Mov Cap-2 Maneuver ------10696-12694- Stage 1 ------299370-367392- Stage 2 ------514392-527364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.9 24.6 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 193 HCM Lane V/C Ratio 0.288 0.007 - - 0.062 - - 0.049 HCM Control Delay (s) 26.9 9.5 - - 10.2 - - 24.6 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1.2 0 - - 0.2 - - 0.2 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 51 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Future Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 11 65 4 56 86 8 3 33 34 2 49 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 94 0 0 72 0 0 325 298 71 326 296 92 Stage 1 ------9292-202202- Stage 2 ------233206-12494- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1440 - - 1541 - - 632 617 997 545 507 933 Stage 1 ------920823-702612- Stage 2 ------775735-777691- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1440 - - 1537 - - 554 587 993 486 482 931 Mov Cap-2 Maneuver ------554587-486482- Stage 1 ------910814-696589- Stage 2 ------675707-714683- Approach EB WB NB SB HCM Control Delay, s 1 2.8 10.5 12.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 730 1440 - - 1537 - - 521 HCM Lane V/C Ratio 0.095 0.007 - - 0.036 - - 0.117 HCM Control Delay (s) 10.5 7.5 0 - 7.4 0 - 12.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.4 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 52 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 99 87 17 68 51 7 Future Vol, veh/h 99 87 17 68 51 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 104 92 18 72 54 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 196 0 263 150 Stage 1 - - - - 150 - Stage 2 - - - - 113 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1389 - 705 902 Stage 1 - - - - 854 - Stage 2 - - - - 887 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1389 - 692 902 Mov Cap-2 Maneuver - - - - 692 - Stage 1 - - - - 854 - Stage 2 - - - - 871 - Approach EB WB NB HCM Control Delay, s 0 1.5 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 712 - - 1389 - HCM Lane V/C Ratio 0.086 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 53 Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Future Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 27 29 15 23 19 134 27 294 37 191 471 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1338 1275 513 1284 1294 318 545 0 0 331 0 0 Stage 1 890 890 - 367 367 ------- Stage 2 448 385 - 917 927 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 128 164 565 143 155 723 1009 - - 1223 - - Stage 1 333 356 - 657 605 ------- Stage 2 584 604 - 329 334 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 79 134 562 99 126 720 1009 - - 1223 - - Mov Cap-2 Maneuver 79 134 - 99 126 ------- Stage 1 322 300 - 635 585 ------- Stage 2 443 584 - 243 282 ------- Approach EB WB NB SB HCM Control Delay, s 66.2 14.7 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1009 - - 100 562 299 720 1223 - - HCM Lane V/C Ratio 0.027 - - 0.568 0.026 0.212 0.124 0.156 - - HCM Control Delay (s) 8.7 0 - 80.4 11.6 20.3 10.7 8.5 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 2.6 0.1 0.8 0.4 0.6 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2032 PM Peak Hour - Buildout 2032 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2032-PM-Buildout.syn SimTraffic Report cmw Page 54 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 8 149 113 80 142 196 210 207 Average Queue (ft) 0 51 42 8 70 71 90 174 95th Queue (ft) 2 101 100 35 134 149 163 223 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 27 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB SB Directions Served LTR LTR L L Maximum Queue (ft) 363 207 19 45 Average Queue (ft) 133 88 6 14 95th Queue (ft) 297 170 19 31 Link Distance (ft) 3213 188 Upstream Blk Time (%) 3 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 51st Place/Driveway & Main Street Movement EB EB WB WB WB NB SB Directions Served T TR L T TR LTR LTR Maximum Queue (ft) 77 30 48 60 60 147 55 Average Queue (ft) 8 2 16 7 3 46 11 95th Queue (ft) 40 14 43 34 23 89 41 Link Distance (ft) 857 857 777 777 1374 122 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 25 Storage Blk Time (%) 0 4 1 Queuing Penalty (veh) 0 12 0 Queuing and Blocking Report Woodland Ridge Phases 3-8 2032 PM Peak Hour - Buildout 2032 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2032-PM-Buildout.syn SimTraffic Report cmw Page 55 Intersection: 4: 51st Place & Daisy Street Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 19 51 27 90 Average Queue (ft) 1 4 19 42 95th Queue (ft) 6 24 36 89 Link Distance (ft) 2102 3213 766 1374 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: 48th Street & Daisy Street Movement WB NB Directions Served LT LR Maximum Queue (ft) 35 89 Average Queue (ft) 3 43 95th Queue (ft) 20 82 Link Distance (ft) 2102 362 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: 42nd Street & Daisy Street Movement EB EB WB WB NB SB SB Directions Served LT R LTR R LTR L TR Maximum Queue (ft) 102 35 98 57 47 83 15 Average Queue (ft) 41 14 43 31 12 29 1 95th Queue (ft) 80 41 73 56 40 65 5 Link Distance (ft) 494 3442 1054 1297 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 100 100 Storage Blk Time (%) 3 0 0 Queuing Penalty (veh) 0 0 0 Network Summary Network wide Queuing Penalty: 13 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 244 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)150 150 25 25 Satd. Flow (prot)1805 3403 0 1583 3408 0 0 1831 0 0 1791 0 Flt Permitted 0.950 0.950 0.778 0.694 Satd. Flow (perm)1805 3403 0 1583 3408 0 0 1452 0 0 1285 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)122 61 1 3 Link Speed (mph)45 45 25 25 Link Distance (ft)1383 757 307 236 Travel Time (s)21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 544 0 13 791 0 0 194 0 0 417 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft)12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft)81 520 81 323 20 81 20 81 Trailing Detector (ft)2 2 2 2 0 2 0 2 Detector 1 Position(ft)2 2 2 2 0 2 0 2 Detector 1 Size(ft)20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft)6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft)514 317 Detector 3 Size(ft)6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 245 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s)13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s)13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%)14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s)8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s)3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s)2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s)4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)5.4 25.3 5.8 25.5 30.5 30.5 Actuated g/C Ratio 0.08 0.37 0.09 0.38 0.45 0.45 v/c Ratio 0.03 0.40 0.10 0.60 0.30 0.72 Control Delay 34.5 13.0 34.8 17.8 16.0 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 13.0 34.8 17.8 16.0 27.2 LOS CB CB B C Approach Delay 13.1 18.0 16.0 27.2 Approach LOS B B B C Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 67.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 18.4 Intersection LOS: B Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 246 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Future Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft)25 25 150 150 Satd. Flow (prot)0 1787 0 0 1764 0 1805 3471 0 1805 3437 0 Flt Permitted 0.768 0.967 0.950 0.950 Satd. Flow (perm)0 1398 0 0 1715 0 1805 3471 0 1800 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)1 24 33 Link Speed (mph)25 25 45 45 Link Distance (ft)3304 243 757 1465 Travel Time (s)90.1 6.6 11.5 22.2 Confl. Peds. (#/hr)2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 194 0 0 129 0 25 426 0 75 896 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft)12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 247 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)31.0 31.0 31.0 31.0 12.0 42.0 17.0 47.0 Total Split (%)34.4% 34.4% 34.4% 34.4% 13.3% 46.7% 18.9% 52.2% Maximum Green (s) 26.5 26.5 26.5 26.5 7.5 37.5 12.5 42.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s)16.5 16.5 6.8 53.0 9.1 59.5 Actuated g/C Ratio 0.18 0.18 0.08 0.59 0.10 0.66 v/c Ratio 0.76 0.39 0.18 0.21 0.41 0.39 Control Delay 52.6 28.2 41.5 10.9 44.0 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.6 28.2 41.5 10.9 44.0 9.2 LOS D C DB DA Approach Delay 52.6 28.2 12.6 11.9 Approach LOS D C B B Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 17.8 Intersection LOS: B Intersection Capacity Utilization 56.1%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Bob Straub Pkwy & Daisy Street HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 248 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot)1805 3404 1583 3407 1831 1792 Flt Permitted 0.95 1.00 0.95 1.00 0.78 0.69 Satd. Flow (perm)1805 3404 1583 3407 1452 1286 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 360 184 13 594 197 75 116 3 282 118 17 RTOR Reduction (vph) 0 79 0 0 39 0010020 Lane Group Flow (vph) 4 465 0 13 752 0 0 193 0 0 415 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%)0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 0.9 25.2 1.1 25.4 30.5 30.5 Effective Green, g (s) 0.9 25.2 1.1 25.4 30.5 30.5 Actuated g/C Ratio 0.01 0.35 0.02 0.36 0.43 0.43 Clearance Time (s)4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph)22 1204 24 1215 621 550 v/s Ratio Prot 0.00 0.14 c0.01 c0.22 v/s Ratio Perm 0.13 c0.32 v/c Ratio 0.18 0.39 0.54 0.62 0.31 0.76 Uniform Delay, d1 34.8 17.2 34.8 18.9 13.4 17.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.3 18.2 1.1 0.2 5.6 Delay (s)37.7 17.5 53.0 20.0 13.6 22.8 Level of Service D B D B B C Approach Delay (s)17.6 20.5 13.6 22.8 Approach LOS B C B C Intersection Summary HCM 2000 Control Delay 19.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 71.2 Sum of lost time (s)14.4 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 249 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Future Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 1.00 1.00 0.98 Flt Protected 0.98 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot)1785 1765 1805 3470 1805 3437 Flt Permitted 0.77 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm)1397 1715 1805 3470 1805 3437 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 75 116 3 13 78 38 25 425 1 75 753 143 RTOR Reduction (vph)01002000000120 Lane Group Flow (vph) 0 193 0 0 109 0 25 426 0 75 884 0 Confl. Peds. (#/hr)2 2 2 2 Confl. Bikes (#/hr) 1 Heavy Vehicles (%)6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G (s)16.5 16.5 3.2 52.1 7.9 56.8 Effective Green, g (s)16.5 16.5 3.2 52.1 7.9 56.8 Actuated g/C Ratio 0.18 0.18 0.04 0.58 0.09 0.63 Clearance Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph)256 314 64 2008 158 2169 v/s Ratio Prot 0.01 0.12 c0.04 c0.26 v/s Ratio Perm c0.14 0.06 v/c Ratio 0.75 0.35 0.39 0.21 0.47 0.41 Uniform Delay, d1 34.8 32.1 42.4 9.1 39.1 8.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 11.9 0.7 3.9 0.2 2.2 0.6 Delay (s)46.7 32.7 46.4 9.3 41.3 8.8 Level of Service D C D A D A Approach Delay (s)46.7 32.7 11.4 11.3 Approach LOS D C B B Intersection Summary HCM 2000 Control Delay 16.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 90.0 Sum of lost time (s)13.5 Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildou w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 248 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 4 360 184 13 594 197 75 116 3 282 118 17 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 8 1059 532 20 1219 403 246 354 8 400 133 19 Arrive On Green 0.00 0.46 0.46 0.01 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, veh/h 1810 2313 1163 1587 2614 865 532 1058 25 951 398 57 Grp Volume(v), veh/h 4 278 266 13 402 389 194 0 0 417 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1682 1587 1770 1710 1616 0 0 1407 0 0 Q Serve(g_s), s 0.2 7.3 7.5 0.6 11.6 11.6 0.0 0.0 0.0 14.5 0.0 0.0 Cycle Q Clear(g_c), s 0.2 7.3 7.5 0.6 11.6 11.6 6.2 0.0 0.0 20.7 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.51 0.39 0.02 0.68 0.04 Lane Grp Cap(c), veh/h 8 821 770 20 825 797 608 0 0 553 0 0 V/C Ratio(X)0.52 0.34 0.35 0.65 0.49 0.49 0.32 0.00 0.00 0.75 0.00 0.00 Avail Cap(c_a), veh/h 208 888 833 183 877 847 731 0 0 662 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 36.7 12.9 12.9 36.3 13.6 13.6 18.3 0.0 0.0 23.2 0.0 0.0 Incr Delay (d2), s/veh 34.6 0.3 0.4 22.9 0.6 0.7 0.2 0.0 0.0 3.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 3.7 3.6 0.4 5.7 5.6 3.0 0.0 0.0 8.6 0.0 0.0 LnGrp Delay(d),s/veh 71.3 13.2 13.3 59.2 14.3 14.3 18.5 0.0 0.0 26.9 0.0 0.0 LnGrp LOS EBBEBBB C Approach Vol, veh/h 548 804 194 417 Approach Delay, s/veh 13.7 15.0 18.5 26.9 Approach LOS B B B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.4 39.2 29.2 4.8 39.8 29.2 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.6 9.5 8.2 2.2 13.6 22.7 Green Ext Time (p_c), s 0.0 24.2 3.0 0.0 20.8 1.9 Intersection Summary HCM 2010 Ctrl Delay 17.5 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 249 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 71 110 3 12 74 36 24 404 1 71 715 136 Future Volume (veh/h) 71 110 3 12 74 36 24 404 1 71 715 136 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Adj Sat Flow, veh/h/ln 1900 1825 1900 1900 1856 1900 1900 1827 1900 1900 1853 1900 Adj Flow Rate, veh/h 75 116 3 13 78 38 25 425 1 75 753 143 Adj No. of Lanes 010010120120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %333222044033 Cap, veh/h 138 166 4 57 178 80 47 2279 5 98 1978 376 Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.03 0.64 0.64 0.05 0.67 0.67 Sat Flow, veh/h 537 1072 25 86 1150 516 1810 3553 8 1810 2953 561 Grp Volume(v), veh/h 194 0 0 129 0 0 25 208 218 75 449 447 Grp Sat Flow(s),veh/h/ln 1634 0 0 1752 0 0 1810 1736 1826 1810 1761 1753 Q Serve(g_s), s 4.0 0.0 0.0 0.0 0.0 0.0 1.2 4.4 4.4 3.7 10.2 10.2 Cycle Q Clear(g_c), s 10.0 0.0 0.0 6.0 0.0 0.0 1.2 4.4 4.4 3.7 10.2 10.2 Prop In Lane 0.39 0.02 0.10 0.29 1.00 0.00 1.00 0.32 Lane Grp Cap(c), veh/h 308 0 0 315 0 0 47 1113 1171 98 1179 1174 V/C Ratio(X)0.63 0.00 0.00 0.41 0.00 0.00 0.54 0.19 0.19 0.77 0.38 0.38 Avail Cap(c_a), veh/h 524 0 0 550 0 0 151 1113 1171 251 1179 1174 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 0.00 1.00 0.00 0.00 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.2 0.0 0.0 34.7 0.0 0.0 43.3 6.6 6.6 42.0 6.6 6.6 Incr Delay (d2), s/veh 2.1 0.0 0.0 0.9 0.0 0.0 8.5 0.3 0.3 11.7 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 0.0 0.0 3.0 0.0 0.0 0.7 2.2 2.3 2.2 5.2 5.2 LnGrp Delay(d),s/veh 38.4 0.0 0.0 35.6 0.0 0.0 51.8 6.9 6.9 53.8 7.5 7.5 LnGrp LOS D D D A A D A A Approach Vol, veh/h 194 129 451 971 Approach Delay, s/veh 38.4 35.6 9.4 11.1 Approach LOS D D A B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.4 62.2 18.4 6.8 64.8 18.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 37.5 26.5 7.5 42.5 26.5 Max Q Clear Time (g_c+I1), s 5.7 6.4 12.0 3.2 12.2 8.0 Green Ext Time (p_c), s 0.1 8.9 1.7 0.0 8.9 1.9 Intersection Summary HCM 2010 Ctrl Delay 15.5 HCM 2010 LOS B HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 248 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Future Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 22 0 44 5 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 126 94 569 Mov Cap-2 Maneuver ------10696-12694- Stage 1 ------299370-367392- Stage 2 ------514392-527364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.9 24.6 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 193 HCM Lane V/C Ratio 0.288 0.007 - - 0.062 - - 0.049 HCM Control Delay (s) 26.9 9.5 - - 10.2 - - 24.6 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1.2 0 - - 0.2 - - 0.2 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 249 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Future Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 11 65 4 56 86 8 3 33 34 2 49 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 94 0 0 72 0 0 325 298 71 326 296 92 Stage 1 ------9292-202202- Stage 2 ------233206-12494- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1440 - - 1541 - - 632 617 997 545 507 933 Stage 1 ------920823-702612- Stage 2 ------775735-777691- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1440 - - 1537 - - 554 587 993 486 482 931 Mov Cap-2 Maneuver ------554587-486482- Stage 1 ------910814-696589- Stage 2 ------675707-714683- Approach EB WB NB SB HCM Control Delay, s 1 2.8 10.5 12.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 730 1440 - - 1537 - - 521 HCM Lane V/C Ratio 0.095 0.007 - - 0.036 - - 0.117 HCM Control Delay (s) 10.5 7.5 0 - 7.4 0 - 12.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.4 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 250 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 99 87 17 68 51 7 Future Vol, veh/h 99 87 17 68 51 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 104 92 18 72 54 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 196 0 263 150 Stage 1 - - - - 150 - Stage 2 - - - - 113 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1389 - 705 902 Stage 1 - - - - 854 - Stage 2 - - - - 887 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1389 - 692 902 Mov Cap-2 Maneuver - - - - 692 - Stage 1 - - - - 854 - Stage 2 - - - - 871 - Approach EB WB NB HCM Control Delay, s 0 1.5 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 712 - - 1389 - HCM Lane V/C Ratio 0.086 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 251 Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Future Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 27 29 15 23 19 134 27 294 37 191 471 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1338 1275 513 1284 1294 318 545 0 0 331 0 0 Stage 1 890 890 - 367 367 ------- Stage 2 448 385 - 917 927 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 128 164 565 143 155 723 1009 - - 1223 - - Stage 1 333 356 - 657 605 ------- Stage 2 584 604 - 329 334 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 79 134 562 99 126 720 1009 - - 1223 - - Mov Cap-2 Maneuver 79 134 - 99 126 ------- Stage 1 322 300 - 635 585 ------- Stage 2 443 584 - 243 282 ------- Approach EB WB NB SB HCM Control Delay, s 66.2 14.7 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1009 - - 100 562 299 720 1223 - - HCM Lane V/C Ratio 0.027 - - 0.568 0.026 0.212 0.124 0.156 - - HCM Control Delay (s) 8.7 0 - 80.4 11.6 20.3 10.7 8.5 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 2.6 0.1 0.8 0.4 0.6 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2032 PM Peak Hour - Buildout w/Signal 2032 PM Peak Hour - Buildout w/Signal C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2032-PM-Buildout-w-Signal.syn SimTraffic Report cmw Page 254 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 6 122 73 58 231 307 191 231 Average Queue (ft) 0 52 22 7 81 98 79 158 95th Queue (ft) 2 93 52 32 164 199 139 224 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 24 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 2 Queuing Penalty (veh) 0 Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 239 186 67 104 124 87 142 213 Average Queue (ft) 106 67 13 45 49 52 86 78 95th Queue (ft) 181 142 42 101 101 90 136 144 Link Distance (ft) 3213 188 660 660 1429 1429 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 1 Queuing Penalty (veh) 1 Zone Summary Zone wide Queuing Penalty: 1 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 1 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 231 118 8 381 126 48 69 2 181 70 11 Future Volume (vph) 3 231 118 8 381 126 48 69 2 181 70 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 150 150 25 25 Satd. Flow (prot) 1805 3403 0 1583 3408 0 0 1828 0 0 1791 0 Flt Permitted 0.950 0.950 0.831 0.750 Satd. Flow (perm) 1805 3403 0 1583 3408 0 0 1550 0 0 1388 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 121 61 1 3 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1383 757 307 236 Travel Time (s) 21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 3 367 0 8 534 0 0 126 0 0 277 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft) 81 520 81 323 20 81 20 81 Trailing Detector (ft) 2 2 2 2 0 2 0 2 Detector 1 Position(ft) 2 2 2 2 0 2 0 2 Detector 1 Size(ft) 20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft) 6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 514 317 Detector 3 Size(ft) 6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 2 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s) 13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%) 14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s) 8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s) 3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s) 2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s) 4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 5.6 16.6 5.8 16.7 14.3 14.3 Actuated g/C Ratio 0.13 0.39 0.13 0.39 0.33 0.33 v/c Ratio 0.01 0.27 0.04 0.39 0.24 0.60 Control Delay 24.7 7.9 24.0 10.7 13.3 19.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.7 7.9 24.0 10.7 13.3 19.4 LOS C A C B B B Approach Delay 8.0 10.9 13.3 19.4 Approach LOS ABBB Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 43.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 39 42 20 8 50 24 16 273 1 48 483 76 Future Volume (vph) 39 42 20 8 50 24 16 273 1 48 483 76 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1751 0 0 1774 0 1805 3468 0 1805 3448 0 Flt Permitted 0.981 0.995 0.950 0.950 Satd. Flow (perm) 0 1751 0 0 1774 0 1805 3468 0 1805 3448 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 106 0 0 86 0 17 288 0 51 588 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 791 21 20 625 1 14 0 23 4 0 3 Future Volume (vph) 5 791 21 20 625 1 14 0 23 4 0 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 25 0 25 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1504 3456 0 1703 3312 0 0 1610 0 0 1524 0 Flt Permitted 0.950 0.950 0.981 0.972 Satd. Flow (perm) 1504 3456 0 1703 3312 0 0 1610 0 0 1524 0 Link Speed (mph) 30 30 20 10 Link Distance (ft) 883 802 1458 164 Travel Time (s) 20.1 18.2 49.7 11.2 Confl. Peds. (#/hr) 7 1 1 7 Confl. Bikes (#/hr) 4 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 20% 4% 5% 6% 9% 0% 8% 0% 5% 0% 0% 33% Shared Lane Traffic (%) Lane Group Flow (vph) 5 855 0 21 659 0 0 39 0070 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 57 4 13 74 7 3 11 7 2 13 7 Future Volume (vph) 9 57 4 13 74 7 3 11 7 2 13 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 0 1790 0 0 1811 0 0 1806 0 0 1163 0 Flt Permitted 0.994 0.993 0.993 0.996 Satd. Flow (perm) 0 1790 0 0 1811 0 0 1806 0 0 1163 0 Link Speed (mph) 25 25 25 25 Link Distance (ft) 2154 3304 800 1458 Travel Time (s) 58.7 90.1 21.8 39.8 Confl. Peds. (#/hr) 3 3 2 1 1 2 Confl. Bikes (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 12% 4% 0% 0% 4% 0% 0% 0% 0% 50% 78% 14% Shared Lane Traffic (%) Lane Group Flow (vph) 0 73 0 0 99 0 0 22 0 0 23 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.5% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 6 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 89 30 8 61 17 2 Future Volume (vph) 89 30 8 61 17 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 1740 0 0 1778 1618 0 Flt Permitted 0.994 0.957 Satd. Flow (perm) 1740 0 0 1778 1618 0 Link Speed (mph) 25 25 25 Link Distance (ft) 3514 2154 386 Travel Time (s) 95.8 58.7 10.5 Confl. Peds. (#/hr) 5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 4% 0% 7% 12% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 126 0 0 72 20 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 18 13 20 9 93 23 251 31 121 402 63 Future Volume (vph) 23 18 13 20 9 93 23 251 31 121 402 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 75 0 100 0 0 100 0 Storage Lanes 0 1 0 1 0 0 1 0 Taper Length (ft) 25 25 25 125 Satd. Flow (prot) 0 1753 1615 0 1587 1504 0 1823 0 1752 1793 0 Flt Permitted 0.973 0.984 0.996 0.950 Satd. Flow (perm) 0 1753 1615 0 1587 1504 0 1823 0 1752 1793 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 525 3514 1091 1333 Travel Time (s) 14.3 95.8 24.8 30.3 Confl. Peds. (#/hr) 5 5 5 5 Confl. Bikes (#/hr)13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 6% 0% 0% 12% 2% 5% 2% 3% 3% 4% 3% Shared Lane Traffic (%) 37% Lane Group Flow (vph) 0 43 14 0 66 62 0 321 0 127 489 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 15 15 15 15 15 15 15 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 62.2% ICU Level of Service B Analysis Period (min) 15 HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 8 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Future Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1870 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 243 124 8 401 133 51 73 2 191 74 12 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1154 570 13 1312 430 215 271 6 349 106 16 Arrive On Green 0.00 0.50 0.50 0.01 0.50 0.50 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1810 2328 1150 1587 2621 860 523 1148 27 1014 447 66 Grp Volume(v), veh/h 3 185 182 8 269 265 126 0 0 277 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1685 1587 1770 1711 1698 0 0 1528 0 0 Q Serve(g_s), s 0.1 3.2 3.4 0.3 5.0 5.1 0.0 0.0 0.0 6.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.2 3.4 0.3 5.0 5.1 3.1 0.0 0.0 9.1 0.0 0.0 Prop In Lane 1.00 0.68 1.00 0.50 0.40 0.02 0.69 0.04 Lane Grp Cap(c), veh/h 6 889 835 13 886 857 492 0 0 470 0 0 V/C Ratio(X) 0.51 0.21 0.22 0.60 0.30 0.31 0.26 0.00 0.00 0.59 0.00 0.00 Avail Cap(c_a), veh/h 278 1185 1113 244 1169 1131 992 0 0 924 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 27.6 7.9 7.9 27.4 8.1 8.2 17.3 0.0 0.0 19.4 0.0 0.0 Incr Delay (d2), s/veh 42.5 0.2 0.2 28.4 0.3 0.3 0.2 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.6 1.6 0.2 2.5 2.4 1.6 0.0 0.0 4.0 0.0 0.0 LnGrp Delay(d),s/veh 70.1 8.0 8.1 55.8 8.4 8.5 17.5 0.0 0.0 20.3 0.0 0.0 LnGrp LOS EAAEAAB C Approach Vol, veh/h 370 542 126 277 Approach Delay, s/veh 8.6 9.1 17.5 20.3 Approach LOS A A B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.0 32.9 17.6 4.7 33.1 17.6 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.3 5.4 5.1 2.1 7.1 11.1 Green Ext Time (p_c), s 0.0 21.6 1.9 0.0 20.7 1.7 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 8 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Future Volume (veh/h) 3 231 118 8 381 126 48 69 2 181 70 11 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1870 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 243 124 8 401 133 51 73 2 191 74 12 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1154 570 13 1312 430 215 271 6 349 106 16 Arrive On Green 0.00 0.50 0.50 0.01 0.50 0.50 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1810 2328 1150 1587 2621 860 523 1148 27 1014 447 66 Grp Volume(v), veh/h 3 185 182 8 269 265 126 0 0 277 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1685 1587 1770 1711 1698 0 0 1528 0 0 Q Serve(g_s), s 0.1 3.2 3.4 0.3 5.0 5.1 0.0 0.0 0.0 6.0 0.0 0.0 Cycle Q Clear(g_c), s 0.1 3.2 3.4 0.3 5.0 5.1 3.1 0.0 0.0 9.1 0.0 0.0 Prop In Lane 1.00 0.68 1.00 0.50 0.40 0.02 0.69 0.04 Lane Grp Cap(c), veh/h 6 889 835 13 886 857 492 0 0 470 0 0 V/C Ratio(X) 0.51 0.21 0.22 0.60 0.30 0.31 0.26 0.00 0.00 0.59 0.00 0.00 Avail Cap(c_a), veh/h 278 1185 1113 244 1169 1131 992 0 0 924 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 27.6 7.9 7.9 27.4 8.1 8.2 17.3 0.0 0.0 19.4 0.0 0.0 Incr Delay (d2), s/veh 42.5 0.2 0.2 28.4 0.3 0.3 0.2 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.6 1.6 0.2 2.5 2.4 1.6 0.0 0.0 4.0 0.0 0.0 LnGrp Delay(d),s/veh 70.1 8.0 8.1 55.8 8.4 8.5 17.5 0.0 0.0 20.3 0.0 0.0 LnGrp LOS EAAEAAB C Approach Vol, veh/h 370 542 126 277 Approach Delay, s/veh 8.6 9.1 17.5 20.3 Approach LOS A A B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.0 32.9 17.6 4.7 33.1 17.6 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.3 5.4 5.1 2.1 7.1 11.1 Green Ext Time (p_c), s 0.0 21.6 1.9 0.0 20.7 1.7 Intersection Summary HCM 2010 Ctrl Delay 12.1 HCM 2010 LOS B Notes HCM 2010 TWSC Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 9 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 39 42 20 8 50 24 16 273 1 48 483 76 Future Vol, veh/h 39 42 20 8 50 24 16 273 1 48 483 76 Conflicting Peds, #/hr 2 00002002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------350--125-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 6 30024040030 Mvmt Flow 41 44 21 8 53 25 17 287 1 51 508 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 856 974 294 702 1014 148 588 0 0 290 0 0 Stage 1 650 650 - 324 324 ------- Stage 2 206 324 - 378 690 ------- Critical Hdwy 7.62 6.56 6.9 7.5 6.54 6.98 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.62 5.56 - 6.5 5.54 ------- Critical Hdwy Stg 2 6.62 5.56 - 6.5 5.54 ------- Follow-up Hdwy 3.56 4.03 3.3 3.5 4.02 3.34 2.2 - - 2.2 - - Pot Cap-1 Maneuver 245 249 708 329 237 866 997 - - 1283 - - Stage 1 415 461 - 668 648 ------- Stage 2 765 646 - 621 444 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 186 235 708 261 223 863 997 - - 1281 - - Mov Cap-2 Maneuver 186 235 - 261 223 ------- Stage 1 408 443 - 655 636 ------- Stage 2 668 634 - 521 426 ------- Approach EB WB NB SB HCM Control Delay, s 31 22.6 0.5 0.6 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 997 - - 242 290 1281 - - HCM Lane V/C Ratio 0.017 - - 0.439 0.298 0.039 - - HCM Control Delay (s) 8.7 - - 31 22.6 7.9 - - HCM Lane LOS A - - D C A - - HCM 95th %tile Q(veh) 0.1 - - 2.1 1.2 0.1 - - HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 10 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 791 21 20 625 1 14 0 23 4 0 3 Future Vol, veh/h 5 791 21 20 625 1 14 0 23 4 0 3 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 833 22 21 658 1 15 0 24 4 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 659 0 0 855 0 0 1232 1555 429 1129 1566 337 Stage 1 ------854854-701701- Stage 2 ------378701-428865- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 813 - - 756 - - 127 114 566 161 112 576 Stage 1 ------307378-400444- Stage 2 ------599444-581374- Platoon blocked, % - - - - Mov Cap-1 Maneuver 813 - - 756 - - 122 110 565 150 108 572 Mov Cap-2 Maneuver ------122110-150108- Stage 1 ------305376-398432- Stage 2 ------575432-552372- Approach EB WB NB SB HCM Control Delay, s 0.1 0.3 23.1 22 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 238 813 - - 756 - - 219 HCM Lane V/C Ratio 0.164 0.006 - - 0.028 - - 0.034 HCM Control Delay (s) 23.1 9.5 - - 9.9 - - 22 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 11 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 57 4 13 74 7 3 11 7 2 13 7 Future Vol, veh/h 9 57 4 13 74 7 3 11 7 2 13 7 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 9 60 4 14 78 7 3 12 7 2 14 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 85 0 0 67 0 0 205 196 66 201 195 84 Stage 1 ------8383-110110- Stage 2 ------122113-9185- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1451 - - 1547 - - 757 703 1003 664 585 943 Stage 1 ------930830-791678- Stage 2 ------887806-810697- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1451 - - 1543 - - 725 690 999 642 574 941 Mov Cap-2 Maneuver ------725690-642574- Stage 1 ------922823-786671- Stage 2 ------852798-787691- Approach EB WB NB SB HCM Control Delay, s 1 1 9.8 10.6 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 775 1451 - - 1543 - - 663 HCM Lane V/C Ratio 0.029 0.007 - - 0.009 - - 0.035 HCM Control Delay (s) 9.8 7.5 0 - 7.4 0 - 10.6 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 12 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 89 30 8 61 17 2 Future Vol, veh/h 89 30 8 61 17 2 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 94 32 8 64 18 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 126 0 195 110 Stage 1 - - - - 110 - Stage 2 - - - - 85 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1473 - 772 949 Stage 1 - - - - 890 - Stage 2 - - - - 914 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1473 - 764 949 Mov Cap-2 Maneuver - - - - 764 - Stage 1 - - - - 890 - Stage 2 - - - - 904 - Approach EB WB NB HCM Control Delay, s 0 0.9 9.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 780 - - 1473 - HCM Lane V/C Ratio 0.026 - - 0.006 - HCM Control Delay (s) 9.7 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street Existing 2021 PM Peak Hour 2021-PM-EX.syn Synchro 9 Light Report cmw Page 13 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 18 13 20 9 93 23 251 31 121 402 63 Future Vol, veh/h 23 18 13 20 9 93 23 251 31 121 402 63 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 24 19 14 21 9 98 24 264 33 127 423 66 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1097 1055 461 1061 1072 286 489 0 0 297 0 0 Stage 1 710 710 - 329 329 ------- Stage 2 387 345 - 732 743 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 188 222 605 203 212 753 1059 - - 1259 - - Stage 1 420 431 - 688 629 ------- Stage 2 631 629 - 416 407 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 141 194 602 165 186 749 1059 - - 1259 - - Mov Cap-2 Maneuver 141 194 - 165 186 ------- Stage 1 409 387 - 669 612 ------- Stage 2 523 612 - 346 366 ------- Approach EB WB NB SB HCM Control Delay, s 29.7 11.7 0.6 1.7 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1059 - - 160 602 446 749 1259 - - HCM Lane V/C Ratio 0.023 - - 0.27 0.023 0.094 0.087 0.101 - - HCM Control Delay (s) 8.5 0 - 35.6 11.1 13.9 10.3 8.2 - - HCM Lane LOS A A -EBBBA - - HCM 95th %tile Q(veh) 0.1 - - 1 0.1 0.3 0.3 0.3 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 Existing 2021 PM Peak Hour Existing 2021 PM Peak Hour C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2021-PM-EX.syn SimTraffic Report cmw Page 14 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 6 86 73 40 54 75 128 144 Average Queue (ft) 0 18 8 5 18 20 43 90 95th Queue (ft) 2 56 35 23 47 60 94 134 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB NB SB SB SB Directions Served LTR LTR L TR L T TR Maximum Queue (ft) 70 78 16 33 26 28 30 Average Queue (ft) 40 37 11411 95th Queue (ft) 66 67 6 11 19 9 10 Link Distance (ft) 3213 188 660 1429 1429 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 51st Place/Driveway & Main Street Movement EB EB EB WB WB WB NB SB Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 33 34 34 55 30 48 34 78 Average Queue (ft) 2 3 1 13 3 2 28 14 95th Queue (ft) 16 19 12 42 18 16 47 52 Link Distance (ft) 857 857 777 777 1374 122 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 25 25 Storage Blk Time (%) 0 0 2 0 Queuing Penalty (veh) 1 0 7 0 Queuing and Blocking Report Woodland Ridge Phases 3-8 Existing 2021 PM Peak Hour Existing 2021 PM Peak Hour C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2021-PM-EX.syn SimTraffic Report cmw Page 15 Intersection: 4: 51st Place & Daisy Street Movement EB NB SB Directions Served LTR LTR LTR Maximum Queue (ft) 23 27 66 Average Queue (ft) 1 14 14 95th Queue (ft) 8 35 49 Link Distance (ft) 2102 766 1374 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: 48th Street & Daisy Street Movement NB Directions Served LR Maximum Queue (ft) 62 Average Queue (ft) 19 95th Queue (ft) 50 Link Distance (ft) 362 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: 42nd Street & Daisy Street Movement EB EB WB WB NB SB SB Directions Served LT R LTR R LTR L TR Maximum Queue (ft) 115 35 60 55 69 56 72 Average Queue (ft) 30 11 36 24 12 22 5 95th Queue (ft) 65 38 57 53 44 52 30 Link Distance (ft) 494 3442 1054 1297 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 100 100 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 8 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 21 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 150 150 25 25 Satd. Flow (prot) 1805 3403 0 1583 3408 0 0 1832 0 0 1791 0 Flt Permitted 0.950 0.950 0.812 0.732 Satd. Flow (perm) 1805 3403 0 1583 3408 0 0 1516 0 0 1355 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 122 60 1 3 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1383 757 307 236 Travel Time (s) 21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 3 455 0 11 681 0 0 162 0 0 351 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft) 81 520 81 323 20 81 20 81 Trailing Detector (ft) 2 2 2 2 0 2 0 2 Detector 1 Position(ft) 2 2 2 2 0 2 0 2 Detector 1 Size(ft) 20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft) 6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 514 317 Detector 3 Size(ft) 6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 22 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s) 13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%) 14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s) 8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s) 3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s) 2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s) 4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 5.6 21.9 5.9 22.0 20.6 20.6 Actuated g/C Ratio 0.10 0.40 0.11 0.40 0.38 0.38 v/c Ratio 0.02 0.32 0.06 0.48 0.28 0.69 Control Delay 31.3 9.9 30.6 13.4 15.3 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.3 9.9 30.6 13.4 15.3 24.2 LOS CA CB B C Approach Delay 10.1 13.7 15.3 24.2 Approach LOS B B B C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 54.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 23 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1747 0 0 1781 0 1805 3472 0 1805 3446 0 Flt Permitted 0.978 0.995 0.950 0.950 Satd. Flow (perm) 0 1747 0 0 1781 0 1805 3472 0 1805 3446 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 146 0 0 104 0 21 357 0 57 733 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 24 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 801 30 44 633 1 19 0 38 4 0 3 Future Volume (vph) 5 801 30 44 633 1 19 0 38 4 0 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 25 0 25 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1504 3453 0 1703 3312 0 0 1605 0 0 1524 0 Flt Permitted 0.950 0.950 0.984 0.972 Satd. Flow (perm) 1504 3453 0 1703 3312 0 0 1605 0 0 1524 0 Link Speed (mph) 30 30 20 10 Link Distance (ft) 883 802 1458 164 Travel Time (s) 20.1 18.2 49.7 11.2 Confl. Peds. (#/hr) 7 1 1 7 Confl. Bikes (#/hr) 4 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 20% 4% 5% 6% 9% 0% 8% 0% 5% 0% 0% 33% Shared Lane Traffic (%) Lane Group Flow (vph) 5 875 0 46 667 0 0 60 0070 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 25 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10 60 5 53 78 6 3 31 32 2 45 6 Future Volume (vph) 10 60 5 53 78 6 3 31 32 2 45 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 0 1783 0 0 1811 0 0 1771 0 0 1099 0 Flt Permitted 0.993 0.981 0.998 0.998 Satd. Flow (perm) 0 1783 0 0 1811 0 0 1771 0 0 1099 0 Link Speed (mph) 25 25 25 25 Link Distance (ft) 2154 3304 800 1458 Travel Time (s) 58.7 90.1 21.8 39.8 Confl. Peds. (#/hr) 3 3 2 1 1 2 Confl. Bikes (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 12% 4% 0% 0% 4% 0% 0% 0% 0% 50% 78% 14% Shared Lane Traffic (%) Lane Group Flow (vph) 0 79 0 0 144 0 0 70 0 0 55 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 25.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 26 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 94 86 17 65 50 7 Future Volume (vph) 94 86 17 65 50 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 1691 0 0 1782 1619 0 Flt Permitted 0.990 0.958 Satd. Flow (perm) 1691 0 0 1782 1619 0 Link Speed (mph) 25 25 25 Link Distance (ft) 3514 2154 386 Travel Time (s) 95.8 58.7 10.5 Confl. Peds. (#/hr) 5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 4% 0% 7% 12% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 190 0 0 86 60 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.9% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 27 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 28 14 22 18 123 25 270 33 176 433 68 Future Volume (vph) 57 28 14 22 18 123 25 270 33 176 433 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 75 0 100 0 0 100 0 Storage Lanes 0 1 0 1 0 0 1 0 Taper Length (ft) 25 25 25 125 Satd. Flow (prot) 0 1744 1615 0 1585 1504 0 1823 0 1752 1793 0 Flt Permitted 0.967 0.987 0.996 0.950 Satd. Flow (perm) 0 1744 1615 0 1585 1504 0 1823 0 1752 1793 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 525 3514 1091 1333 Travel Time (s) 14.3 95.8 24.8 30.3 Confl. Peds. (#/hr) 5 5 5 5 Confl. Bikes (#/hr)13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 6% 0% 0% 12% 2% 5% 2% 3% 3% 4% 3% Shared Lane Traffic (%) 36% Lane Group Flow (vph) 0 89 15 0 88 83 0 345 0 185 528 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 15 15 15 15 15 15 15 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 28 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot) 1805 3404 1583 3407 1833 1792 Flt Permitted 0.95 1.00 0.95 1.00 0.81 0.73 Satd. Flow (perm) 1805 3404 1583 3407 1516 1355 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 3 301 154 11 512 169 62 98 2 236 100 15 RTOR Reduction (vph) 0 76 0 0 37 0010020 Lane Group Flow (vph) 3 379 0 11 644 0 0 161 0 0 349 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 0.7 21.9 0.9 22.1 20.5 20.5 Effective Green, g (s) 0.7 21.9 0.9 22.1 20.5 20.5 Actuated g/C Ratio 0.01 0.38 0.02 0.38 0.36 0.36 Clearance Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph) 21 1291 24 1304 538 481 v/s Ratio Prot 0.00 0.11 c0.01 c0.19 v/s Ratio Perm 0.11 c0.26 v/c Ratio 0.14 0.29 0.46 0.49 0.30 0.73 Uniform Delay, d1 28.2 12.5 28.2 13.5 13.4 16.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.3 0.2 9.8 0.4 0.2 5.1 Delay (s) 30.5 12.7 37.9 13.9 13.7 21.2 Level of Service C B D B B C Approach Delay (s) 12.8 14.3 13.7 21.2 Approach LOS B B B C Intersection Summary HCM 2000 Control Delay 15.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60 Actuated Cycle Length (s) 57.7 Sum of lost time (s) 14.4 Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 28 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 301 154 11 512 169 62 98 2 236 100 15 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1122 561 18 1289 423 220 317 6 373 124 18 Arrive On Green 0.00 0.48 0.48 0.01 0.49 0.49 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1810 2318 1158 1587 2620 861 506 1117 20 988 435 64 Grp Volume(v), veh/h 3 231 224 11 345 336 162 0 0 351 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1683 1587 1770 1711 1644 0 0 1486 0 0 Q Serve(g_s), s 0.1 5.0 5.2 0.5 8.0 8.1 0.0 0.0 0.0 9.5 0.0 0.0 Cycle Q Clear(g_c), s 0.1 5.0 5.2 0.5 8.0 8.1 4.7 0.0 0.0 14.2 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.50 0.38 0.01 0.67 0.04 Lane Grp Cap(c), veh/h 6 868 815 18 871 842 543 0 0 514 0 0 V/C Ratio(X) 0.51 0.27 0.27 0.63 0.40 0.40 0.30 0.00 0.00 0.68 0.00 0.00 Avail Cap(c_a), veh/h 236 1006 944 207 993 960 834 0 0 776 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 32.5 10.0 10.0 32.1 10.5 10.5 18.3 0.0 0.0 21.6 0.0 0.0 Incr Delay (d2), s/veh 43.0 0.2 0.3 24.0 0.4 0.4 0.2 0.0 0.0 1.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 2.5 2.4 0.3 3.9 3.9 2.3 0.0 0.0 6.0 0.0 0.0 LnGrp Delay(d),s/veh 75.4 10.2 10.3 56.1 10.9 10.9 18.6 0.0 0.0 22.8 0.0 0.0 LnGrp LOS EBBEBBB C Approach Vol, veh/h 458 692 162 351 Approach Delay, s/veh 10.7 11.6 18.6 22.8 Approach LOS B B B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.2 37.0 23.0 4.7 37.5 23.0 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.5 7.2 6.7 2.1 10.1 16.2 Green Ext Time (p_c), s 0.0 24.1 2.5 0.0 22.0 2.1 Intersection Summary HCM 2010 Ctrl Delay 14.4 HCM 2010 LOS B Notes HCM 2010 TWSC Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 29 Intersection Int Delay, s/veh 15.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 62 52 25 10 62 27 20 338 1 54 597 100 Future Vol, veh/h 62 52 25 10 62 27 20 338 1 54 597 100 Conflicting Peds, #/hr 2 00002002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------350--125-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 6 30024040030 Mvmt Flow 65 55 26 11 65 28 21 356 1 57 628 105 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1050 1196 367 857 1248 183 733 0 0 359 0 0 Stage 1 795 795 - 401 401 ------- Stage 2 255 401 - 456 847 ------- Critical Hdwy 7.62 6.56 6.9 7.5 6.54 6.98 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.62 5.56 - 6.5 5.54 ------- Critical Hdwy Stg 2 6.62 5.56 - 6.5 5.54 ------- Follow-up Hdwy 3.56 4.03 3.3 3.5 4.02 3.34 2.2 - - 2.2 - - Pot Cap-1 Maneuver 176 183 636 254 172 822 881 - - 1211 - - Stage 1 338 395 - 602 599 ------- Stage 2 716 597 - 559 376 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 110 170 636 173 160 819 881 - - 1209 - - Mov Cap-2 Maneuver 110 170 - 173 160 ------- Stage 1 330 376 - 586 583 ------- Stage 2 598 581 - 436 358 ------- Approach EB WB NB SB HCM Control Delay, s 119.8 38.8 0.5 0.6 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 881 - - 153 207 1209 - - HCM Lane V/C Ratio 0.024 - - 0.956 0.503 0.047 - - HCM Control Delay (s) 9.2 - - 119.8 38.8 8.1 - - HCM Lane LOS A - - F E A - - HCM 95th %tile Q(veh) 0.1 - - 7 2.5 0.1 - - HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 30 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Future Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 20 0 40 4 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 127 94 569 Mov Cap-2 Maneuver ------10696-12794- Stage 1 ------299370-367392- Stage 2 ------515392-532364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.1 24.7 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 190 HCM Lane V/C Ratio 0.261 0.007 - - 0.062 - - 0.039 HCM Control Delay (s) 26.1 9.5 - - 10.2 - - 24.7 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1 0 - - 0.2 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 31 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 60 5 53 78 6 3 31 32 2 45 6 Future Vol, veh/h 10 60 5 53 78 6 3 31 32 2 45 6 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 11 63 5 56 82 6 3 33 34 2 47 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 88 0 0 71 0 0 317 291 70 319 290 87 Stage 1 ------9191-197197- Stage 2 ------226200-12293- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1447 - - 1542 - - 640 623 998 551 512 939 Stage 1 ------921823-706616- Stage 2 ------781739-779691- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1447 - - 1538 - - 566 592 994 492 487 937 Mov Cap-2 Maneuver ------566592-492487- Stage 1 ------911814-700593- Stage 2 ------685711-716683- Approach EB WB NB SB HCM Control Delay, s 1 2.9 10.4 12.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 734 1447 - - 1538 - - 515 HCM Lane V/C Ratio 0.095 0.007 - - 0.036 - - 0.108 HCM Control Delay (s) 10.4 7.5 0 - 7.4 0 - 12.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.4 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 32 Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 94 86 17 65 50 7 Future Vol, veh/h 94 86 17 65 50 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 99 91 18 68 53 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 190 0 254 145 Stage 1 - - - - 145 - Stage 2 - - - - 109 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1396 - 713 908 Stage 1 - - - - 858 - Stage 2 - - - - 891 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1396 - 700 908 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 858 - Stage 2 - - - - 875 - Approach EB WB NB HCM Control Delay, s 0 1.6 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 720 - - 1396 - HCM Lane V/C Ratio 0.083 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout.syn Synchro 9 Light Report cmw Page 33 Intersection Int Delay, s/veh 12.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Future Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 60 29 15 23 19 129 26 284 35 185 456 72 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1295 1233 497 1243 1252 307 528 0 0 319 0 0 Stage 1 862 862 - 354 354 ------- Stage 2 433 371 - 889 898 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 137 174 577 153 165 733 1024 - - 1235 - - Stage 1 346 367 - 667 613 ------- Stage 2 595 613 - 341 345 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 87 143 574 108 136 730 1024 - - 1235 - - Mov Cap-2 Maneuver 87 143 - 108 136 ------- Stage 1 335 312 - 646 594 ------- Stage 2 457 594 - 255 293 ------- Approach EB WB NB SB HCM Control Delay, s 121.8 14.2 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1024 - - 100 574 313 730 1235 - - HCM Lane V/C Ratio 0.026 - - 0.895 0.026 0.198 0.118 0.15 - - HCM Control Delay (s) 8.6 0 - 140 11.4 19.3 10.6 8.4 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 5.2 0.1 0.7 0.4 0.5 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2027 PM Peak Hour - Buildout 2027 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2027-PM-Buildout.syn SimTraffic Report cmw Page 34 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 13 114 100 15 145 163 130 187 Average Queue (ft) 1 43 21 2 44 40 66 130 95th Queue (ft) 7 93 71 10 102 99 122 199 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 7 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB SB SB Directions Served LTR LTR L L T Maximum Queue (ft) 193 102 22 47 25 Average Queue (ft) 76 46 3 10 1 95th Queue (ft) 159 87 13 30 8 Link Distance (ft) 3213 188 1429 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 51st Place/Driveway & Main Street Movement EB EB EB WB WB WB NB SB Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 31 30 82 54 35 34 114 35 Average Queue (ft) 3 2 5 18 3 1 38 12 95th Queue (ft) 18 12 32 49 20 12 81 38 Link Distance (ft) 857 857 777 777 1374 122 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 25 25 Storage Blk Time (%) 0 0 4 0 Queuing Penalty (veh) 1 0 13 0 Queuing and Blocking Report Woodland Ridge Phases 3-8 2027 PM Peak Hour - Buildout 2027 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2027-PM-Buildout.syn SimTraffic Report cmw Page 35 Intersection: 4: 51st Place & Daisy Street Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 32 31 56 111 Average Queue (ft) 2 4 25 43 95th Queue (ft) 16 21 41 96 Link Distance (ft) 2102 3213 766 1374 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: 48th Street & Daisy Street Movement WB NB Directions Served LT LR Maximum Queue (ft) 58 102 Average Queue (ft) 5 44 95th Queue (ft) 28 79 Link Distance (ft) 2102 362 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: 42nd Street & Daisy Street Movement EB EB WB WB NB SB SB Directions Served LT R LTR R LTR L TR Maximum Queue (ft) 94 35 77 74 50 71 50 Average Queue (ft) 55 20 42 34 8 30 3 95th Queue (ft) 91 47 69 62 29 65 23 Link Distance (ft) 494 3442 1054 1297 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 100 100 Storage Blk Time (%) 3 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 0 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1747 0 0 1773 0 1805 3471 0 1805 3446 0 Flt Permitted 0.776 0.970 0.950 0.950 Satd. Flow (perm) 0 1385 0 0 1729 0 1805 3471 0 1800 3446 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 12 21 28 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 146 0 0 104 0 21 357 0 57 733 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft) 20 100 20 100 20 100 20 100 Trailing Detector (ft) 0 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s) 31.0 31.0 31.0 31.0 13.0 43.0 16.0 46.0 Total Split (%) 34.4% 34.4% 34.4% 34.4% 14.4% 47.8% 17.8% 51.1% Maximum Green (s) 26.5 26.5 26.5 26.5 8.5 38.5 11.5 41.5 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 13.5 13.5 6.6 56.8 8.2 62.6 Actuated g/C Ratio 0.15 0.15 0.07 0.63 0.09 0.70 v/c Ratio 0.67 0.38 0.16 0.16 0.35 0.30 Control Delay 47.6 29.8 40.9 7.0 43.4 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 47.6 29.8 40.9 7.0 43.4 7.0 LOS D C DA DA Approach Delay 47.6 29.8 8.9 9.7 Approach LOS D C A A Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 14.8 Intersection LOS: B Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: Bob Straub Pkwy & Daisy Street HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 128 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (vph) 3 286 146 10 486 161 59 93 2 224 95 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot) 1805 3404 1583 3407 1833 1791 Flt Permitted 0.95 1.00 0.95 1.00 0.81 0.69 Satd. Flow (perm) 1805 3404 1583 3407 1505 1278 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 3 301 154 11 512 169 62 98 2 236 100 15 RTOR Reduction (vph) 0 60 0 0 29 0010020 Lane Group Flow (vph) 3 395 0 11 652 0 0 161 0 0 349 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 1.2 45.7 1.4 45.9 28.5 28.5 Effective Green, g (s) 1.2 45.7 1.4 45.9 28.5 28.5 Actuated g/C Ratio 0.01 0.51 0.02 0.51 0.32 0.32 Clearance Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph) 24 1728 24 1737 476 404 v/s Ratio Prot 0.00 0.12 c0.01 c0.19 v/s Ratio Perm 0.11 c0.27 v/c Ratio 0.12 0.23 0.46 0.38 0.34 0.86 Uniform Delay, d1 43.9 12.3 43.9 13.4 23.5 28.9 Progression Factor 1.00 1.00 1.31 0.58 1.00 1.00 Incremental Delay, d2 1.7 0.3 9.5 0.6 0.3 17.0 Delay (s) 45.6 12.6 66.8 8.3 23.8 45.9 Level of Service D B E A C D Approach Delay (s) 12.9 9.3 23.8 45.9 Approach LOS B A C D Intersection Summary HCM 2000 Control Delay 19.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 14.4 Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 129 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (vph) 62 52 25 10 62 27 20 338 1 54 597 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.98 0.96 1.00 1.00 1.00 0.98 Flt Protected 0.98 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1746 1772 1805 3470 1805 3444 Flt Permitted 0.78 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1385 1728 1805 3470 1805 3444 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 65 55 26 11 65 28 21 356 1 57 628 105 RTOR Reduction (vph) 0 10 0 0 18 0000090 Lane Group Flow (vph) 0 136 0 0 86 0 21 357 0 57 724 0 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G (s) 13.5 13.5 3.1 55.9 7.1 59.9 Effective Green, g (s) 13.5 13.5 3.1 55.9 7.1 59.9 Actuated g/C Ratio 0.15 0.15 0.03 0.62 0.08 0.67 Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 207 259 62 2155 142 2292 v/s Ratio Prot 0.01 0.10 c0.03 c0.21 v/s Ratio Perm c0.10 0.05 v/c Ratio 0.66 0.33 0.34 0.17 0.40 0.32 Uniform Delay, d1 36.1 34.2 42.4 7.2 39.4 6.4 Progression Factor 1.00 1.00 0.99 0.80 1.00 1.00 Incremental Delay, d2 7.3 0.8 3.2 0.2 1.9 0.4 Delay (s) 43.3 35.0 45.3 6.0 41.3 6.7 Level of Service D C D A D A Approach Delay (s) 43.3 35.0 8.1 9.2 Approach LOS D C A A Intersection Summary HCM 2000 Control Delay 14.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.39 Actuated Cycle Length (s) 90.0 Sum of lost time (s) 13.5 Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 128 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Future Volume (veh/h) 3 286 146 10 486 161 59 93 2 224 95 14 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 3 301 154 11 512 169 62 98 2 236 100 15 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 6 1274 637 17 1460 479 203 299 6 331 112 17 Arrive On Green 0.00 0.55 0.55 0.02 1.00 1.00 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 1810 2318 1158 1587 2620 861 527 1070 20 946 401 60 Grp Volume(v), veh/h 3 231 224 11 345 336 162 0 0 351 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1683 1587 1770 1711 1617 0 0 1407 0 0 Q Serve(g_s), s 0.1 6.0 6.2 0.6 0.0 0.0 0.0 0.0 0.0 14.9 0.0 0.0 Cycle Q Clear(g_c), s 0.1 6.0 6.2 0.6 0.0 0.0 6.8 0.0 0.0 21.6 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.50 0.38 0.01 0.67 0.04 Lane Grp Cap(c), veh/h 6 986 925 17 986 953 507 0 0 460 0 0 V/C Ratio(X) 0.52 0.23 0.24 0.65 0.35 0.35 0.32 0.00 0.00 0.76 0.00 0.00 Avail Cap(c_a), veh/h 171 986 925 150 986 953 601 0 0 545 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.96 0.96 0.96 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 44.8 10.5 10.5 43.9 0.0 0.0 25.7 0.0 0.0 31.3 0.0 0.0 Incr Delay (d2), s/veh 44.1 0.6 0.6 26.0 0.9 1.0 0.3 0.0 0.0 4.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 3.1 3.0 0.4 0.3 0.3 3.2 0.0 0.0 9.0 0.0 0.0 LnGrp Delay(d),s/veh 88.9 11.0 11.1 69.8 0.9 1.0 25.9 0.0 0.0 36.1 0.0 0.0 LnGrp LOS F BBEAAC D Approach Vol, veh/h 458 692 162 351 Approach Delay, s/veh 11.6 2.1 25.9 36.1 Approach LOS B A C D Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.5 54.9 29.7 4.8 55.5 29.7 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.6 8.2 8.8 2.1 2.0 23.6 Green Ext Time (p_c), s 0.0 23.3 2.4 0.0 27.6 1.4 Intersection Summary HCM 2010 Ctrl Delay 14.2 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 130 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 62 52 25 10 62 27 20 338 1 54 597 100 Future Volume (veh/h) 62 52 25 10 62 27 20 338 1 54 597 100 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Adj Sat Flow, veh/h/ln 1900 1830 1900 1900 1857 1900 1900 1827 1900 1900 1852 1900 Adj Flow Rate, veh/h 65 55 26 11 65 28 21 356 1 57 628 105 Adj No. of Lanes 010010120120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %333222044033 Cap, veh/h 134 89 36 56 148 59 41 2428 7 76 2123 354 Arrive On Green 0.12 0.12 0.12 0.12 0.12 0.12 0.05 1.00 1.00 0.04 0.70 0.70 Sat Flow, veh/h 617 715 288 91 1189 472 1810 3551 10 1810 3019 504 Grp Volume(v), veh/h 146 0 0 104 0 0 21 174 183 57 366 367 Grp Sat Flow(s),veh/h/ln 1620 0 0 1753 0 0 1810 1736 1825 1810 1760 1763 Q Serve(g_s), s 2.5 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 2.8 7.0 7.0 Cycle Q Clear(g_c), s 7.5 0.0 0.0 4.9 0.0 0.0 1.0 0.0 0.0 2.8 7.0 7.0 Prop In Lane 0.45 0.18 0.11 0.27 1.00 0.01 1.00 0.29 Lane Grp Cap(c), veh/h 259 0 0 262 0 0 41 1187 1248 76 1237 1239 V/C Ratio(X) 0.56 0.00 0.00 0.40 0.00 0.00 0.51 0.15 0.15 0.75 0.30 0.30 Avail Cap(c_a), veh/h 513 0 0 550 0 0 171 1187 1248 231 1237 1239 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.7 0.0 0.0 36.7 0.0 0.0 42.5 0.0 0.0 42.6 5.0 5.0 Incr Delay (d2), s/veh 1.9 0.0 0.0 1.0 0.0 0.0 9.3 0.3 0.2 13.4 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 0.0 2.5 0.0 0.0 0.6 0.1 0.1 1.7 3.6 3.6 LnGrp Delay(d),s/veh 39.6 0.0 0.0 37.7 0.0 0.0 51.8 0.3 0.2 56.0 5.6 5.6 LnGrp LOS D D D AAEAA Approach Vol, veh/h 146 104 378 790 Approach Delay, s/veh 39.6 37.7 3.1 9.3 Approach LOS D D A A Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 8.3 66.0 15.7 6.5 67.8 15.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 11.5 38.5 26.5 8.5 41.5 26.5 Max Q Clear Time (g_c+I1), s 4.8 2.0 9.5 3.0 9.0 6.9 Green Ext Time (p_c), s 0.0 7.0 1.4 0.0 6.9 1.4 Intersection Summary HCM 2010 Ctrl Delay 12.8 HCM 2010 LOS B HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 130 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Future Vol, veh/h 5 801 30 44 633 1 19 0 38 4 0 3 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 20 0 40 4 0 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 127 94 569 Mov Cap-2 Maneuver ------10696-12794- Stage 1 ------299370-367392- Stage 2 ------515392-532364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.1 24.7 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 190 HCM Lane V/C Ratio 0.261 0.007 - - 0.062 - - 0.039 HCM Control Delay (s) 26.1 9.5 - - 10.2 - - 24.7 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1 0 - - 0.2 - - 0.1 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 131 Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 94 86 17 65 50 7 Future Vol, veh/h 94 86 17 65 50 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 99 91 18 68 53 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 190 0 254 145 Stage 1 - - - - 145 - Stage 2 - - - - 109 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1396 - 713 908 Stage 1 - - - - 858 - Stage 2 - - - - 891 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1396 - 700 908 Mov Cap-2 Maneuver - - - - 700 - Stage 1 - - - - 858 - Stage 2 - - - - 875 - Approach EB WB NB HCM Control Delay, s 0 1.6 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 720 - - 1396 - HCM Lane V/C Ratio 0.083 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2027 PM Peak Hour - Buildout w/Signal 2027-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 132 Intersection Int Delay, s/veh 12.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Future Vol, veh/h 57 28 14 22 18 123 25 270 33 176 433 68 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 60 29 15 23 19 129 26 284 35 185 456 72 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1295 1233 497 1243 1252 307 528 0 0 319 0 0 Stage 1 862 862 - 354 354 ------- Stage 2 433 371 - 889 898 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 137 174 577 153 165 733 1024 - - 1235 - - Stage 1 346 367 - 667 613 ------- Stage 2 595 613 - 341 345 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 87 143 574 108 136 730 1024 - - 1235 - - Mov Cap-2 Maneuver 87 143 - 108 136 ------- Stage 1 335 312 - 646 594 ------- Stage 2 457 594 - 255 293 ------- Approach EB WB NB SB HCM Control Delay, s 121.8 14.2 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1024 - - 100 574 313 730 1235 - - HCM Lane V/C Ratio 0.026 - - 0.895 0.026 0.198 0.118 0.15 - - HCM Control Delay (s) 8.6 0 - 140 11.4 19.3 10.6 8.4 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 5.2 0.1 0.7 0.4 0.5 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2027 PM Peak Hour - Buildout w/Signal 2027 PM Peak Hour - Buildout w/Signal C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2027-PM-Buildout-w-Signal.syn SimTraffic Report cmw Page 135 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 38 109 122 39 85 146 208 187 Average Queue (ft) 2 40 26 6 30 32 80 154 95th Queue (ft) 15 96 77 24 76 95 145 207 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 14 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 216 103 68 110 156 119 132 170 Average Queue (ft) 101 49 12 40 37 41 55 71 95th Queue (ft) 180 99 41 84 98 104 116 136 Link Distance (ft) 3213 188 660 660 1429 1429 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 Zone Summary Zone wide Queuing Penalty: 1 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 41 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 150 150 25 25 Satd. Flow (prot) 1805 3403 0 1583 3408 0 0 1831 0 0 1791 0 Flt Permitted 0.950 0.950 0.778 0.694 Satd. Flow (perm) 1805 3403 0 1583 3408 0 0 1452 0 0 1285 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 122 61 1 3 Link Speed (mph) 45 45 25 25 Link Distance (ft) 1383 757 307 236 Travel Time (s) 21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 544 0 13 791 0 0 194 0 0 417 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft) 81 520 81 323 20 81 20 81 Trailing Detector (ft) 2 2 2 2 0 2 0 2 Detector 1 Position(ft) 2 2 2 2 0 2 0 2 Detector 1 Size(ft) 20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft) 6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft) 514 317 Detector 3 Size(ft) 6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 42 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s) 13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s) 13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%) 14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s) 8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s) 3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s) 2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s) 4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 5.4 25.3 5.8 25.5 30.5 30.5 Actuated g/C Ratio 0.08 0.37 0.09 0.38 0.45 0.45 v/c Ratio 0.03 0.40 0.10 0.60 0.30 0.72 Control Delay 34.5 13.0 34.8 17.8 16.0 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 13.0 34.8 17.8 16.0 27.2 LOS CB CB B C Approach Delay 13.1 18.0 16.0 27.2 Approach LOS B B B C Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 67.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 18.4 Intersection LOS: B Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 43 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 72 62 30 12 74 36 24 404 1 71 715 136 Future Volume (vph) 72 62 30 12 74 36 24 404 1 71 715 136 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 150 150 Satd. Flow (prot) 0 1748 0 0 1773 0 1805 3471 0 1805 3437 0 Flt Permitted 0.979 0.995 0.950 0.950 Satd. Flow (perm) 0 1748 0 0 1773 0 1805 3471 0 1805 3437 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 3304 243 757 1465 Travel Time (s) 90.1 6.6 11.5 22.2 Confl. Peds. (#/hr) 2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 173 0 0 129 0 25 426 0 75 896 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 44 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 801 30 44 633 1 21 0 42 5 0 4 Future Volume (vph) 5 801 30 44 633 1 21 0 42 5 0 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 25 0 25 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 50 50 25 25 Satd. Flow (prot) 1504 3453 0 1703 3312 0 0 1605 0 0 1516 0 Flt Permitted 0.950 0.950 0.984 0.973 Satd. Flow (perm) 1504 3453 0 1703 3312 0 0 1605 0 0 1516 0 Link Speed (mph) 30 30 20 10 Link Distance (ft) 883 802 1458 164 Travel Time (s) 20.1 18.2 49.7 11.2 Confl. Peds. (#/hr) 7 1 1 7 Confl. Bikes (#/hr) 4 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 20% 4% 5% 6% 9% 0% 8% 0% 5% 0% 0% 33% Shared Lane Traffic (%) Lane Group Flow (vph) 5 875 0 46 667 0 0 66 0090 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 45 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 10 62 4 53 82 8 3 31 32 2 47 9 Future Volume (vph) 10 62 4 53 82 8 3 31 32 2 47 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 0 1786 0 0 1811 0 0 1771 0 0 1110 0 Flt Permitted 0.993 0.982 0.998 0.998 Satd. Flow (perm) 0 1786 0 0 1811 0 0 1771 0 0 1110 0 Link Speed (mph) 25 25 25 25 Link Distance (ft) 2154 3304 800 1458 Travel Time (s) 58.7 90.1 21.8 39.8 Confl. Peds. (#/hr) 3 3 2 1 1 2 Confl. Bikes (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 12% 4% 0% 0% 4% 0% 0% 0% 0% 50% 78% 14% Shared Lane Traffic (%) Lane Group Flow (vph) 0 80 0 0 150 0 0 70 0 0 60 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0000 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.3% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 46 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 99 87 17 68 51 7 Future Volume (vph) 99 87 17 68 51 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Satd. Flow (prot) 1695 0 0 1781 1621 0 Flt Permitted 0.990 0.958 Satd. Flow (perm) 1695 0 0 1781 1621 0 Link Speed (mph) 25 25 25 Link Distance (ft) 3514 2154 386 Travel Time (s) 95.8 58.7 10.5 Confl. Peds. (#/hr) 5 Confl. Bikes (#/hr) 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 6% 4% 0% 7% 12% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 196 0 0 90 61 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.3% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 47 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 26 28 14 22 18 127 26 279 35 181 447 70 Future Volume (vph) 26 28 14 22 18 127 26 279 35 181 447 70 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 75 0 100 0 0 100 0 Storage Lanes 0 1 0 1 0 0 1 0 Taper Length (ft) 25 25 25 125 Satd. Flow (prot) 0 1757 1615 0 1582 1504 0 1823 0 1752 1793 0 Flt Permitted 0.976 0.987 0.996 0.950 Satd. Flow (perm) 0 1757 1615 0 1582 1504 0 1823 0 1752 1793 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 525 3514 1091 1333 Travel Time (s) 14.3 95.8 24.8 30.3 Confl. Peds. (#/hr) 5 5 5 5 Confl. Bikes (#/hr)13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 5% 6% 0% 0% 12% 2% 5% 2% 3% 3% 4% 3% Shared Lane Traffic (%) 36% Lane Group Flow (vph) 0 56 15 0 90 86 0 358 0 191 545 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 15 15 15 15 15 15 15 Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 68.0% ICU Level of Service C Analysis Period (min) 15 HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 48 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph) 4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot) 1805 3404 1583 3407 1831 1792 Flt Permitted 0.95 1.00 0.95 1.00 0.78 0.69 Satd. Flow (perm) 1805 3404 1583 3407 1452 1286 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 360 184 13 594 197 75 116 3 282 118 17 RTOR Reduction (vph) 0 79 0 0 39 0010020 Lane Group Flow (vph) 4 465 0 13 752 0 0 193 0 0 415 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%) 0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 0.9 25.2 1.1 25.4 30.5 30.5 Effective Green, g (s) 0.9 25.2 1.1 25.4 30.5 30.5 Actuated g/C Ratio 0.01 0.35 0.02 0.36 0.43 0.43 Clearance Time (s) 4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph) 22 1204 24 1215 621 550 v/s Ratio Prot 0.00 0.14 c0.01 c0.22 v/s Ratio Perm 0.13 c0.32 v/c Ratio 0.18 0.39 0.54 0.62 0.31 0.76 Uniform Delay, d1 34.8 17.2 34.8 18.9 13.4 17.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.3 18.2 1.1 0.2 5.6 Delay (s) 37.7 17.5 53.0 20.0 13.6 22.8 Level of Service D B D B B C Approach Delay (s) 17.6 20.5 13.6 22.8 Approach LOS B C B C Intersection Summary HCM 2000 Control Delay 19.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 71.2 Sum of lost time (s) 14.4 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 48 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 4 360 184 13 594 197 75 116 3 282 118 17 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 8 1059 532 20 1219 403 246 354 8 400 133 19 Arrive On Green 0.00 0.46 0.46 0.01 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, veh/h 1810 2313 1163 1587 2614 865 532 1058 25 951 398 57 Grp Volume(v), veh/h 4 278 266 13 402 389 194 0 0 417 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1682 1587 1770 1710 1616 0 0 1407 0 0 Q Serve(g_s), s 0.2 7.3 7.5 0.6 11.6 11.6 0.0 0.0 0.0 14.5 0.0 0.0 Cycle Q Clear(g_c), s 0.2 7.3 7.5 0.6 11.6 11.6 6.2 0.0 0.0 20.7 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.51 0.39 0.02 0.68 0.04 Lane Grp Cap(c), veh/h 8 821 770 20 825 797 608 0 0 553 0 0 V/C Ratio(X) 0.52 0.34 0.35 0.65 0.49 0.49 0.32 0.00 0.00 0.75 0.00 0.00 Avail Cap(c_a), veh/h 208 888 833 183 877 847 731 0 0 662 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 36.7 12.9 12.9 36.3 13.6 13.6 18.3 0.0 0.0 23.2 0.0 0.0 Incr Delay (d2), s/veh 34.6 0.3 0.4 22.9 0.6 0.7 0.2 0.0 0.0 3.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 3.7 3.6 0.4 5.7 5.6 3.0 0.0 0.0 8.6 0.0 0.0 LnGrp Delay(d),s/veh 71.3 13.2 13.3 59.2 14.3 14.3 18.5 0.0 0.0 26.9 0.0 0.0 LnGrp LOS EBBEBBB C Approach Vol, veh/h 548 804 194 417 Approach Delay, s/veh 13.7 15.0 18.5 26.9 Approach LOS B B B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.4 39.2 29.2 4.8 39.8 29.2 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.6 9.5 8.2 2.2 13.6 22.7 Green Ext Time (p_c), s 0.0 24.2 3.0 0.0 20.8 1.9 Intersection Summary HCM 2010 Ctrl Delay 17.5 HCM 2010 LOS B Notes HCM 2010 TWSC Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 49 Intersection Int Delay, s/veh 87.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 72 62 30 12 74 36 24 404 1 71 715 136 Future Vol, veh/h 72 62 30 12 74 36 24 404 1 71 715 136 Conflicting Peds, #/hr 2 00002002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------350--125-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 6 30024040030 Mvmt Flow 76 65 32 13 78 38 25 425 1 75 753 143 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1279 1453 448 1037 1524 217 896 0 0 428 0 0 Stage 1 975 975 - 478 478 ------- Stage 2 304 478 - 559 1046 ------- Critical Hdwy 7.62 6.56 6.9 7.5 6.54 6.98 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.62 5.56 - 6.5 5.54 ------- Critical Hdwy Stg 2 6.62 5.56 - 6.5 5.54 ------- Follow-up Hdwy 3.56 4.03 3.3 3.5 4.02 3.34 2.2 - - 2.2 - - Pot Cap-1 Maneuver 119 128 564 188 117 781 766 - - 1142 - - Stage 1 262 326 - 543 554 ------- Stage 2 669 551 - 486 304 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 42 115 564 91 105 778 766 - - 1140 - - Mov Cap-2 Maneuver ~ 42 115 - 91 105 ------- Stage 1 253 304 - 525 535 ------- Stage 2 525 532 - 337 284 ------- Approach EB WB NB SB HCM Control Delay, s$ 776.8 121.1 0.6 0.6 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 766 - - 71 138 1140 - - HCM Lane V/C Ratio 0.033 - - 2.431 0.931 0.066 - - HCM Control Delay (s) 9.9 - -$ 776.8 121.1 8.4 - - HCM Lane LOS A - - F F A - - HCM 95th %tile Q(veh) 0.1 - - 16.6 6.4 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 50 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Future Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 22 0 44 5 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 126 94 569 Mov Cap-2 Maneuver ------10696-12694- Stage 1 ------299370-367392- Stage 2 ------514392-527364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.9 24.6 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 193 HCM Lane V/C Ratio 0.288 0.007 - - 0.062 - - 0.049 HCM Control Delay (s) 26.9 9.5 - - 10.2 - - 24.6 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1.2 0 - - 0.2 - - 0.2 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 51 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Future Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 11 65 4 56 86 8 3 33 34 2 49 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 94 0 0 72 0 0 325 298 71 326 296 92 Stage 1 ------9292-202202- Stage 2 ------233206-12494- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1440 - - 1541 - - 632 617 997 545 507 933 Stage 1 ------920823-702612- Stage 2 ------775735-777691- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1440 - - 1537 - - 554 587 993 486 482 931 Mov Cap-2 Maneuver ------554587-486482- Stage 1 ------910814-696589- Stage 2 ------675707-714683- Approach EB WB NB SB HCM Control Delay, s 1 2.8 10.5 12.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 730 1440 - - 1537 - - 521 HCM Lane V/C Ratio 0.095 0.007 - - 0.036 - - 0.117 HCM Control Delay (s) 10.5 7.5 0 - 7.4 0 - 12.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.4 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 52 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 99 87 17 68 51 7 Future Vol, veh/h 99 87 17 68 51 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 104 92 18 72 54 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 196 0 263 150 Stage 1 - - - - 150 - Stage 2 - - - - 113 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1389 - 705 902 Stage 1 - - - - 854 - Stage 2 - - - - 887 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1389 - 692 902 Mov Cap-2 Maneuver - - - - 692 - Stage 1 - - - - 854 - Stage 2 - - - - 871 - Approach EB WB NB HCM Control Delay, s 0 1.5 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 712 - - 1389 - HCM Lane V/C Ratio 0.086 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2032 PM Peak Hour - Buildout 2032-PM-Buildout.syn Synchro 9 Light Report cmw Page 53 Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Future Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 27 29 15 23 19 134 27 294 37 191 471 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1338 1275 513 1284 1294 318 545 0 0 331 0 0 Stage 1 890 890 - 367 367 ------- Stage 2 448 385 - 917 927 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 128 164 565 143 155 723 1009 - - 1223 - - Stage 1 333 356 - 657 605 ------- Stage 2 584 604 - 329 334 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 79 134 562 99 126 720 1009 - - 1223 - - Mov Cap-2 Maneuver 79 134 - 99 126 ------- Stage 1 322 300 - 635 585 ------- Stage 2 443 584 - 243 282 ------- Approach EB WB NB SB HCM Control Delay, s 66.2 14.7 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1009 - - 100 562 299 720 1223 - - HCM Lane V/C Ratio 0.027 - - 0.568 0.026 0.212 0.124 0.156 - - HCM Control Delay (s) 8.7 0 - 80.4 11.6 20.3 10.7 8.5 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 2.6 0.1 0.8 0.4 0.6 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2032 PM Peak Hour - Buildout 2032 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2032-PM-Buildout.syn SimTraffic Report cmw Page 54 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 8 149 113 80 142 196 210 207 Average Queue (ft) 0 51 42 8 70 71 90 174 95th Queue (ft) 2 101 100 35 134 149 163 223 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 27 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB SB Directions Served LTR LTR L L Maximum Queue (ft) 363 207 19 45 Average Queue (ft) 133 88 6 14 95th Queue (ft) 297 170 19 31 Link Distance (ft) 3213 188 Upstream Blk Time (%) 3 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 51st Place/Driveway & Main Street Movement EB EB WB WB WB NB SB Directions Served T TR L T TR LTR LTR Maximum Queue (ft) 77 30 48 60 60 147 55 Average Queue (ft) 8 2 16 7 3 46 11 95th Queue (ft) 40 14 43 34 23 89 41 Link Distance (ft) 857 857 777 777 1374 122 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 25 Storage Blk Time (%) 0 4 1 Queuing Penalty (veh) 0 12 0 Queuing and Blocking Report Woodland Ridge Phases 3-8 2032 PM Peak Hour - Buildout 2032 PM Peak Hour - Buildout C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2032-PM-Buildout.syn SimTraffic Report cmw Page 55 Intersection: 4: 51st Place & Daisy Street Movement EB WB NB SB Directions Served LTR LTR LTR LTR Maximum Queue (ft) 19 51 27 90 Average Queue (ft) 1 4 19 42 95th Queue (ft) 6 24 36 89 Link Distance (ft) 2102 3213 766 1374 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: 48th Street & Daisy Street Movement WB NB Directions Served LT LR Maximum Queue (ft) 35 89 Average Queue (ft) 3 43 95th Queue (ft) 20 82 Link Distance (ft) 2102 362 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: 42nd Street & Daisy Street Movement EB EB WB WB NB SB SB Directions Served LT R LTR R LTR L TR Maximum Queue (ft) 102 35 98 57 47 83 15 Average Queue (ft) 41 14 43 31 12 29 1 95th Queue (ft) 80 41 73 56 40 65 5 Link Distance (ft) 494 3442 1054 1297 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 75 100 100 Storage Blk Time (%) 3 0 0 Queuing Penalty (veh) 0 0 0 Network Summary Network wide Queuing Penalty: 13 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 244 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)350 0 125 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft)150 150 25 25 Satd. Flow (prot)1805 3403 0 1583 3408 0 0 1831 0 0 1791 0 Flt Permitted 0.950 0.950 0.778 0.694 Satd. Flow (perm)1805 3403 0 1583 3408 0 0 1452 0 0 1285 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)122 61 1 3 Link Speed (mph)45 45 25 25 Link Distance (ft)1383 757 307 236 Travel Time (s)21.0 11.5 8.4 6.4 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 544 0 13 791 0 0 194 0 0 417 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 0 0 Link Offset(ft)0000 Crosswalk Width(ft)12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 2 3 2 3 1 2 1 2 Detector Template Left Left Leading Detector (ft)81 520 81 323 20 81 20 81 Trailing Detector (ft)2 2 2 2 0 2 0 2 Detector 1 Position(ft)2 2 2 2 0 2 0 2 Detector 1 Size(ft)20 20 20 20 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 75 364 75 157 75 75 Detector 2 Size(ft)6 6 6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 3 Position(ft)514 317 Detector 3 Size(ft)6 6 Detector 3 Type Cl+Ex Cl+Ex Detector 3 Channel Detector 3 Extend (s) 0.0 0.0 Lanes, Volumes, Timings Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 245 Lane Group NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Detector Phase 5 2 1 6 4 4 8 8 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 6.0 6.0 6.0 6.0 Minimum Split (s)13.0 41.4 13.0 41.4 34.5 34.5 34.5 34.5 Total Split (s)13.0 42.0 13.0 42.0 35.0 35.0 35.0 35.0 Total Split (%)14.4% 46.7% 14.4% 46.7% 38.9% 38.9% 38.9% 38.9% Maximum Green (s)8.5 36.6 8.5 36.6 30.5 30.5 30.5 30.5 Yellow Time (s)3.5 4.7 3.5 4.7 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 0.7 1.0 0.7 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 5.4 4.5 5.4 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 2.5 2.5 Minimum Gap (s)2.0 2.7 2.0 2.7 2.0 2.0 2.0 2.0 Time Before Reduce (s) 8.0 10.0 8.0 10.0 8.0 8.0 8.0 8.0 Time To Reduce (s)4.0 13.0 4.0 13.0 4.0 4.0 4.0 4.0 Recall Mode None Min None Min None None None None Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)19.0 16.0 23.0 23.0 23.0 23.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)5.4 25.3 5.8 25.5 30.5 30.5 Actuated g/C Ratio 0.08 0.37 0.09 0.38 0.45 0.45 v/c Ratio 0.03 0.40 0.10 0.60 0.30 0.72 Control Delay 34.5 13.0 34.8 17.8 16.0 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.5 13.0 34.8 17.8 16.0 27.2 LOS CB CB B C Approach Delay 13.1 18.0 16.0 27.2 Approach LOS B B B C Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 67.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 18.4 Intersection LOS: B Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: 57th Street/57th Place & Bob Straub Pkwy Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 246 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Future Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 0 350 0 125 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft)25 25 150 150 Satd. Flow (prot)0 1787 0 0 1764 0 1805 3471 0 1805 3437 0 Flt Permitted 0.768 0.967 0.950 0.950 Satd. Flow (perm)0 1398 0 0 1715 0 1805 3471 0 1800 3437 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)1 24 33 Link Speed (mph)25 25 45 45 Link Distance (ft)3304 243 757 1465 Travel Time (s)90.1 6.6 11.5 22.2 Confl. Peds. (#/hr)2 2 2 2 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 0 194 0 0 129 0 25 426 0 75 896 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)0 0 12 12 Link Offset(ft)0000 Crosswalk Width(ft)12 12 12 12 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Number of Detectors 1 2 1 2 1 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6666 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Detector Phase 4 4 8 8 5 2 1 6 Switch Phase Lanes, Volumes, Timings Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 247 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)31.0 31.0 31.0 31.0 12.0 42.0 17.0 47.0 Total Split (%)34.4% 34.4% 34.4% 34.4% 13.3% 46.7% 18.9% 52.2% Maximum Green (s) 26.5 26.5 26.5 26.5 7.5 37.5 12.5 42.5 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None C-Max None C-Max Walk Time (s) 7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s)16.5 16.5 6.8 53.0 9.1 59.5 Actuated g/C Ratio 0.18 0.18 0.08 0.59 0.10 0.66 v/c Ratio 0.76 0.39 0.18 0.21 0.41 0.39 Control Delay 52.6 28.2 41.5 10.9 44.0 9.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.6 28.2 41.5 10.9 44.0 9.2 LOS D C DB DA Approach Delay 52.6 28.2 12.6 11.9 Approach LOS D C B B Intersection Summary Area Type:Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 17.8 Intersection LOS: B Intersection Capacity Utilization 56.1%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: Bob Straub Pkwy & Daisy Street HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 248 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (vph)4 342 175 12 564 187 71 110 3 268 112 16 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 5.4 4.5 5.4 4.5 4.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.96 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 0.98 0.97 Satd. Flow (prot)1805 3404 1583 3407 1831 1792 Flt Permitted 0.95 1.00 0.95 1.00 0.78 0.69 Satd. Flow (perm)1805 3404 1583 3407 1452 1286 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 360 184 13 594 197 75 116 3 282 118 17 RTOR Reduction (vph) 0 79 0 0 39 0010020 Lane Group Flow (vph) 4 465 0 13 752 0 0 193 0 0 415 0 Confl. Peds. (#/hr)11 Confl. Bikes (#/hr)31 Heavy Vehicles (%)0% 1% 0% 14% 2% 2% 4% 0% 0% 2% 2% 0% Turn Type Prot NA Prot NA Perm NA Perm NA Protected Phases 5 2 1 6 4 8 Permitted Phases 4 8 Actuated Green, G (s) 0.9 25.2 1.1 25.4 30.5 30.5 Effective Green, g (s) 0.9 25.2 1.1 25.4 30.5 30.5 Actuated g/C Ratio 0.01 0.35 0.02 0.36 0.43 0.43 Clearance Time (s)4.5 5.4 4.5 5.4 4.5 4.5 Vehicle Extension (s) 2.5 4.0 2.5 4.0 2.5 2.5 Lane Grp Cap (vph)22 1204 24 1215 621 550 v/s Ratio Prot 0.00 0.14 c0.01 c0.22 v/s Ratio Perm 0.13 c0.32 v/c Ratio 0.18 0.39 0.54 0.62 0.31 0.76 Uniform Delay, d1 34.8 17.2 34.8 18.9 13.4 17.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.3 18.2 1.1 0.2 5.6 Delay (s)37.7 17.5 53.0 20.0 13.6 22.8 Level of Service D B D B B C Approach Delay (s)17.6 20.5 13.6 22.8 Approach LOS B C B C Intersection Summary HCM 2000 Control Delay 19.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 71.2 Sum of lost time (s)14.4 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM Signalized Intersection Capacity Analysis Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 249 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Future Volume (vph)71 110 3 12 74 36 24 404 1 71 715 136 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)4.5 4.5 4.5 4.5 4.5 4.5 Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 1.00 1.00 0.98 Flt Protected 0.98 0.99 0.95 1.00 0.95 1.00 Satd. Flow (prot)1785 1765 1805 3470 1805 3437 Flt Permitted 0.77 0.97 0.95 1.00 0.95 1.00 Satd. Flow (perm)1397 1715 1805 3470 1805 3437 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 75 116 3 13 78 38 25 425 1 75 753 143 RTOR Reduction (vph)01002000000120 Lane Group Flow (vph) 0 193 0 0 109 0 25 426 0 75 884 0 Confl. Peds. (#/hr)2 2 2 2 Confl. Bikes (#/hr) 1 Heavy Vehicles (%)6% 3% 0% 0% 2% 4% 0% 4% 0% 0% 3% 0% Turn Type Perm NA Perm NA Prot NA Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 Actuated Green, G (s)16.5 16.5 3.2 52.1 7.9 56.8 Effective Green, g (s)16.5 16.5 3.2 52.1 7.9 56.8 Actuated g/C Ratio 0.18 0.18 0.04 0.58 0.09 0.63 Clearance Time (s)4.5 4.5 4.5 4.5 4.5 4.5 Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph)256 314 64 2008 158 2169 v/s Ratio Prot 0.01 0.12 c0.04 c0.26 v/s Ratio Perm c0.14 0.06 v/c Ratio 0.75 0.35 0.39 0.21 0.47 0.41 Uniform Delay, d1 34.8 32.1 42.4 9.1 39.1 8.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 11.9 0.7 3.9 0.2 2.2 0.6 Delay (s)46.7 32.7 46.4 9.3 41.3 8.8 Level of Service D C D A D A Approach Delay (s)46.7 32.7 11.4 11.3 Approach LOS D C B B Intersection Summary HCM 2000 Control Delay 16.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 90.0 Sum of lost time (s)13.5 Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 1: 57th Street/57th Place & Bob Straub Pkwy 2032 PM Peak Hour - Buildou w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 248 Movement NBL NBT NBR SBL SBT SBR NEL NET NER SWL SWT SWR Lane Configurations Traffic Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Future Volume (veh/h) 4 342 175 12 564 187 71 110 3 268 112 16 Number 5 2 12 1 6 16 7 4 14 3 8 18 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 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 Adj Sat Flow, veh/h/ln 1900 1888 1900 1667 1863 1900 1900 1871 1900 1900 1864 1900 Adj Flow Rate, veh/h 4 360 184 13 594 197 75 116 3 282 118 17 Adj No. of Lanes 120120010010 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 0 1 1 14 22000222 Cap, veh/h 8 1059 532 20 1219 403 246 354 8 400 133 19 Arrive On Green 0.00 0.46 0.46 0.01 0.47 0.47 0.33 0.33 0.33 0.33 0.33 0.33 Sat Flow, veh/h 1810 2313 1163 1587 2614 865 532 1058 25 951 398 57 Grp Volume(v), veh/h 4 278 266 13 402 389 194 0 0 417 0 0 Grp Sat Flow(s),veh/h/ln 1810 1793 1682 1587 1770 1710 1616 0 0 1407 0 0 Q Serve(g_s), s 0.2 7.3 7.5 0.6 11.6 11.6 0.0 0.0 0.0 14.5 0.0 0.0 Cycle Q Clear(g_c), s 0.2 7.3 7.5 0.6 11.6 11.6 6.2 0.0 0.0 20.7 0.0 0.0 Prop In Lane 1.00 0.69 1.00 0.51 0.39 0.02 0.68 0.04 Lane Grp Cap(c), veh/h 8 821 770 20 825 797 608 0 0 553 0 0 V/C Ratio(X)0.52 0.34 0.35 0.65 0.49 0.49 0.32 0.00 0.00 0.75 0.00 0.00 Avail Cap(c_a), veh/h 208 888 833 183 877 847 731 0 0 662 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 36.7 12.9 12.9 36.3 13.6 13.6 18.3 0.0 0.0 23.2 0.0 0.0 Incr Delay (d2), s/veh 34.6 0.3 0.4 22.9 0.6 0.7 0.2 0.0 0.0 3.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 3.7 3.6 0.4 5.7 5.6 3.0 0.0 0.0 8.6 0.0 0.0 LnGrp Delay(d),s/veh 71.3 13.2 13.3 59.2 14.3 14.3 18.5 0.0 0.0 26.9 0.0 0.0 LnGrp LOS EBBEBBB C Approach Vol, veh/h 548 804 194 417 Approach Delay, s/veh 13.7 15.0 18.5 26.9 Approach LOS B B B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.4 39.2 29.2 4.8 39.8 29.2 Change Period (Y+Rc), s 4.5 * 5.4 4.5 4.5 * 5.4 4.5 Max Green Setting (Gmax), s 8.5 * 37 30.5 8.5 * 37 30.5 Max Q Clear Time (g_c+I1), s 2.6 9.5 8.2 2.2 13.6 22.7 Green Ext Time (p_c), s 0.0 24.2 3.0 0.0 20.8 1.9 Intersection Summary HCM 2010 Ctrl Delay 17.5 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary Woodland Ridge Phases 3-8 2: Bob Straub Pkwy & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn cmw Synchro 9 Light Report Page 249 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 71 110 3 12 74 36 24 404 1 71 715 136 Future Volume (veh/h) 71 110 3 12 74 36 24 404 1 71 715 136 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 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 Adj Sat Flow, veh/h/ln 1900 1825 1900 1900 1856 1900 1900 1827 1900 1900 1853 1900 Adj Flow Rate, veh/h 75 116 3 13 78 38 25 425 1 75 753 143 Adj No. of Lanes 010010120120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %333222044033 Cap, veh/h 138 166 4 57 178 80 47 2279 5 98 1978 376 Arrive On Green 0.15 0.15 0.15 0.15 0.15 0.15 0.03 0.64 0.64 0.05 0.67 0.67 Sat Flow, veh/h 537 1072 25 86 1150 516 1810 3553 8 1810 2953 561 Grp Volume(v), veh/h 194 0 0 129 0 0 25 208 218 75 449 447 Grp Sat Flow(s),veh/h/ln 1634 0 0 1752 0 0 1810 1736 1826 1810 1761 1753 Q Serve(g_s), s 4.0 0.0 0.0 0.0 0.0 0.0 1.2 4.4 4.4 3.7 10.2 10.2 Cycle Q Clear(g_c), s 10.0 0.0 0.0 6.0 0.0 0.0 1.2 4.4 4.4 3.7 10.2 10.2 Prop In Lane 0.39 0.02 0.10 0.29 1.00 0.00 1.00 0.32 Lane Grp Cap(c), veh/h 308 0 0 315 0 0 47 1113 1171 98 1179 1174 V/C Ratio(X)0.63 0.00 0.00 0.41 0.00 0.00 0.54 0.19 0.19 0.77 0.38 0.38 Avail Cap(c_a), veh/h 524 0 0 550 0 0 151 1113 1171 251 1179 1174 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 0.00 1.00 0.00 0.00 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.2 0.0 0.0 34.7 0.0 0.0 43.3 6.6 6.6 42.0 6.6 6.6 Incr Delay (d2), s/veh 2.1 0.0 0.0 0.9 0.0 0.0 8.5 0.3 0.3 11.7 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 0.0 0.0 3.0 0.0 0.0 0.7 2.2 2.3 2.2 5.2 5.2 LnGrp Delay(d),s/veh 38.4 0.0 0.0 35.6 0.0 0.0 51.8 6.9 6.9 53.8 7.5 7.5 LnGrp LOS D D D A A D A A Approach Vol, veh/h 194 129 451 971 Approach Delay, s/veh 38.4 35.6 9.4 11.1 Approach LOS D D A B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.4 62.2 18.4 6.8 64.8 18.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 37.5 26.5 7.5 42.5 26.5 Max Q Clear Time (g_c+I1), s 5.7 6.4 12.0 3.2 12.2 8.0 Green Ext Time (p_c), s 0.1 8.9 1.7 0.0 8.9 1.9 Intersection Summary HCM 2010 Ctrl Delay 15.5 HCM 2010 LOS B HCM 2010 TWSC Woodland Ridge Phases 3-8 3: 51st Place/Driveway & Main Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 248 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Future Vol, veh/h 5 801 30 44 633 1 21 0 42 5 0 4 Conflicting Peds, #/hr 0 00000701107 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 25 - - 25 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 20 456908050033 Mvmt Flow 5 843 32 46 666 1 22 0 44 5 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 667 0 0 875 0 0 1301 1628 439 1192 1644 341 Stage 1 ------869869-759759- Stage 2 ------432759-433885- Critical Hdwy 4.5 - - 4.22 - - 7.66 6.5 7 7.5 6.5 7.56 Critical Hdwy Stg 1 ------6.66 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 ------6.66 5.5 - 6.5 5.5 - Follow-up Hdwy 2.4 - - 2.26 - - 3.58 4 3.35 3.5 4 3.63 Pot Cap-1 Maneuver 807 - - 742 - - 113 103 557 145 101 573 Stage 1 ------301372-369418- Stage 2 ------556418-577366- Platoon blocked, % - - - - Mov Cap-1 Maneuver 807 - - 742 - - 106 96 556 126 94 569 Mov Cap-2 Maneuver ------10696-12694- Stage 1 ------299370-367392- Stage 2 ------514392-527364- Approach EB WB NB SB HCM Control Delay, s 0.1 0.7 26.9 24.6 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 230 807 - - 742 - - 193 HCM Lane V/C Ratio 0.288 0.007 - - 0.062 - - 0.049 HCM Control Delay (s) 26.9 9.5 - - 10.2 - - 24.6 HCM Lane LOS D A - - B - - C HCM 95th %tile Q(veh) 1.2 0 - - 0.2 - - 0.2 HCM 2010 TWSC Woodland Ridge Phases 3-8 4: 51st Place & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 249 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Future Vol, veh/h 10 62 4 53 82 8 3 31 32 2 47 9 Conflicting Peds, #/hr 0 03300201102 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 12 40040000507814 Mvmt Flow 11 65 4 56 86 8 3 33 34 2 49 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 94 0 0 72 0 0 325 298 71 326 296 92 Stage 1 ------9292-202202- Stage 2 ------233206-12494- Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.2 7.6 7.28 6.34 Critical Hdwy Stg 1 ------6.15.5-6.66.28 - Critical Hdwy Stg 2 ------6.15.5-6.66.28 - Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.3 3.95 4.702 3.426 Pot Cap-1 Maneuver 1440 - - 1541 - - 632 617 997 545 507 933 Stage 1 ------920823-702612- Stage 2 ------775735-777691- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1440 - - 1537 - - 554 587 993 486 482 931 Mov Cap-2 Maneuver ------554587-486482- Stage 1 ------910814-696589- Stage 2 ------675707-714683- Approach EB WB NB SB HCM Control Delay, s 1 2.8 10.5 12.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 730 1440 - - 1537 - - 521 HCM Lane V/C Ratio 0.095 0.007 - - 0.036 - - 0.117 HCM Control Delay (s) 10.5 7.5 0 - 7.4 0 - 12.8 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.4 HCM 2010 TWSC Woodland Ridge Phases 3-8 5: 48th Street & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 250 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 99 87 17 68 51 7 Future Vol, veh/h 99 87 17 68 51 7 Conflicting Peds, #/hr 0 00050 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 95 95 95 95 95 95 Heavy Vehicles, % 6 4 0 7 12 0 Mvmt Flow 104 92 18 72 54 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 196 0 263 150 Stage 1 - - - - 150 - Stage 2 - - - - 113 - Critical Hdwy - - 4.1 - 6.52 6.2 Critical Hdwy Stg 1 - - - - 5.52 - Critical Hdwy Stg 2 - - - - 5.52 - Follow-up Hdwy - - 2.2 - 3.608 3.3 Pot Cap-1 Maneuver - - 1389 - 705 902 Stage 1 - - - - 854 - Stage 2 - - - - 887 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1389 - 692 902 Mov Cap-2 Maneuver - - - - 692 - Stage 1 - - - - 854 - Stage 2 - - - - 871 - Approach EB WB NB HCM Control Delay, s 0 1.5 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 712 - - 1389 - HCM Lane V/C Ratio 0.086 - - 0.013 - HCM Control Delay (s) 10.5 - - 7.6 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - HCM 2010 TWSC Woodland Ridge Phases 3-8 6: 42nd Street & Daisy Street 2032 PM Peak Hour - Buildout w/Signal 2032-PM-Buildout-w-Signal.syn Synchro 9 Light Report cmw Page 251 Intersection Int Delay, s/veh 6.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Future Vol, veh/h 26 28 14 22 18 127 26 279 35 181 447 70 Conflicting Peds, #/hr 5 05505000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 75 - - 100 - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 5 6 0 0 12 2523343 Mvmt Flow 27 29 15 23 19 134 27 294 37 191 471 74 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1338 1275 513 1284 1294 318 545 0 0 331 0 0 Stage 1 890 890 - 367 367 ------- Stage 2 448 385 - 917 927 ------- Critical Hdwy 7.15 6.56 6.2 7.1 6.62 6.22 4.15 - - 4.13 - - Critical Hdwy Stg 1 6.15 5.56 - 6.1 5.62 ------- Critical Hdwy Stg 2 6.15 5.56 - 6.1 5.62 ------- Follow-up Hdwy 3.545 4.054 3.3 3.5 4.108 3.318 2.245 - - 2.227 - - Pot Cap-1 Maneuver 128 164 565 143 155 723 1009 - - 1223 - - Stage 1 333 356 - 657 605 ------- Stage 2 584 604 - 329 334 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 79 134 562 99 126 720 1009 - - 1223 - - Mov Cap-2 Maneuver 79 134 - 99 126 ------- Stage 1 322 300 - 635 585 ------- Stage 2 443 584 - 243 282 ------- Approach EB WB NB SB HCM Control Delay, s 66.2 14.7 0.7 2.2 HCM LOS F B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1009 - - 100 562 299 720 1223 - - HCM Lane V/C Ratio 0.027 - - 0.568 0.026 0.212 0.124 0.156 - - HCM Control Delay (s) 8.7 0 - 80.4 11.6 20.3 10.7 8.5 - - HCM Lane LOS A A - F B C B A - - HCM 95th %tile Q(veh) 0.1 - - 2.6 0.1 0.8 0.4 0.6 - - Queuing and Blocking Report Woodland Ridge Phases 3-8 2032 PM Peak Hour - Buildout w/Signal 2032 PM Peak Hour - Buildout w/Signal C:\Users\MikeW\Documents\4986-HaydenHomes-2-Spfld\Synchro\2032-PM-Buildout-w-Signal.syn SimTraffic Report cmw Page 254 Intersection: 1: 57th Street/57th Place & Bob Straub Pkwy Movement NB NB NB SB SB SB NE SW Directions Served L T TR L T TR LTR LTR Maximum Queue (ft) 6 122 73 58 231 307 191 231 Average Queue (ft) 0 52 22 7 81 98 79 158 95th Queue (ft) 2 93 52 32 164 199 139 224 Link Distance (ft) 1330 1330 660 660 241 168 Upstream Blk Time (%) 24 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 2 Queuing Penalty (veh) 0 Intersection: 2: Bob Straub Pkwy & Daisy Street Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 239 186 67 104 124 87 142 213 Average Queue (ft) 106 67 13 45 49 52 86 78 95th Queue (ft) 181 142 42 101 101 90 136 144 Link Distance (ft) 3213 188 660 660 1429 1429 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 350 125 Storage Blk Time (%) 1 Queuing Penalty (veh) 1 Zone Summary Zone wide Queuing Penalty: 1 Woodland Ridge Subdivision Traffic Impact Analysis Appendix D Scope of Work Access Engineering LLC December 15, 2021 TRAFFIC IMPACT STUDY SCOPE OF WORK Date:November 8, 2021 Consultant: Mike Weishar P.E. Access Engineering LLC 134 E 13th Avenue, Suite 2 Eugene, OR 97401 Project Assumptions: Project Name: Woodland Ridge Phase 3-8 Location:South of Daisy Street at S 48th Street and S 51st Street Land Uses:ITE Code 210 – Single-Family Detached Housing Size:Approximately 253 Dwelling Units Access:Via extensions of S 48th and 51th Streets south of Daisy Street and Holly and Pinehurst streets east of S 57 th Street. Completion Date:Estimated 2027 General: -This scope is a combined City of Springfield and Lane County document in that Bob Straub Parkway, Mt Vernon Road and Jasper Road near the subject property are county facilities affected by the proposed subdivision. The proposed development will impact city and county streets; therefore the supporting traffic impact analysis will need to address Springfield Development Code (SDC) and Lane County Code (LC) requirements. Because the development is anticipated to generate more than 100 vehicle trips during a peak hour, it will require a “major traffic study” per SDC 4.2-105 B and LC 15.697. The study should address all the criteria outlined in Springfield Public Works Department policy (S.O.P.P. #T-6.1) and lane county code sections LC 15.697 (4)-(10) and LC 15.696, except that certain elements of the study may be confined to the scope outlined below. Trip Distribution and Assignment: Applicants submitted trip distribution and assignment was used in scoping extents of TIA for analysis locations according to SDC 4.2-195 B (4). Some redistribution of existing neighborhood traffic with the Holly Street collector connection to the existing neighborhoods is expected. Study Locations: Daisy Street at South 48th Street Daisy Street at South 51st Street Daisy Street at South 42nd Street Daisy Street at Bob Straub Parkway South 51st Street at Forsythia Street South 51st Street at Main Street South 57th Street at Bob Straub Parkway Related Capital Improvement Projects: R-44 Daisy Street crossing of Bob Straub Parkway – TSP Priority Project - (Construct traffic control improvements or undercrossing of Bob Straub Parkway) R-42 Holly Street – South 48th Street to South 57th Street – TSP AS Development Occurs Project - (Construct a new collector with a two-lane cross-section with sidewalks and bicycle facilities) R-39 Extend South 48th Street to Daisy Street– TSP As Development Occurs Project - (Extend South 48th Street with a two-lane cross-section with a parallel multi-use 12-foot wide path and roundabout intersection treatment at Daisy Street and South 48th Street) R-41 South 54th Street - Main Street to Daisy Street – TSP Beyond 20 Year Project (Construct a new two-lane collector with sidewalks and bicycle facilities) Daisy Virginia Bike Boulevard – PB-36 Virginia Avenue and Daisy Street - South 32nd Street to Bob Straub Parkway (Add bicycle facility signing and striping) o Phase 1 completed between S 42nd Street and S 51st Street. S 42nd and Daisy roundabout in initial design phase. S51st Street and Daisy Street intersection uncontrolled with only traffic calming proposed in next phase of improvement between S51st Street and Bob Straub Parkway. Analysis: LOS Analysis Methods Use 2016 Highway Capacity Manual methodology. Use MUTCD Signal warrant analysis in line with the ODOT Analysis Procedures Manual methodology. Signal warrant analysis required at unsignalized collector and arterial intersections except S 42nd and Daisy Street. Stop warrant analysis required at S 51st Street and Forsythia Street. Period(s) – Analysis Year Scenarios PM Peak Hour – 2027 (or assumed build year)No-Build, Build, Build Plus 5 Years Signalized LOS Analysis Assumptions Ideal Saturation Flow Rate = 1,900 vphpl Peak Hour Factor = 0.95 for all movements Area Type = Other (Not CBD) Include this Scope of Work in the appendix of the Traffic Impact Study