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HomeMy WebLinkAbout1-7-26 - 25-49P Revised Traffic Impact Assessment - Part 1Memorandum 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 To: Washington Prime Group (WPG) From: Christopher McLean, P.E., SITES AP Date: August 21st, 2025 Revised October 21st, 2025 Re: Traffic Impact Assessment Age Restricted Development 22 Wheeler Road South Windsor, Connecticut Langan Project No.: 140275901 Langan CT, Inc. (Langan) has evaluated the anticipated traffic impacts of Washington Prime Group’s (“WPG”) proposed zoning overlay application at 22 Wheeler Road in South Windsor, Connecticut. WPG seeks a zone change to apply a zoning overlay to several parcels on Wheeler Road and Smith Street in South Windsor. The proposed change would apply the “Buckland Gateway South Zone” (BGS) overlay to lots that are currently zoned “Designed Commercial” (DC). This zone overlay is an initial step in the development of a 210-unit age restricted development on these parcels. Our analysis shows that the zone change will reduce the overall potential traffic generated by the parcels when comparing the maximum allowable development of the current DC zone to the proposed BGS zone overlay. Furthermore, the analysis shows that the traffic generated by the future age restricted development will not have a significant impact on traffic operations in the area. PROJECT DESCRIPTION The 56.7-acre project site consisting of four parcels is located on Pleasant Valley Road, Wheeler Road and Smith Street in South Windsor, Connecticut. The site is bordered by Pleasant Valley Road and commercial uses in Manchester to the south, Wheeler Road and residential developments to the west, Buckland Road to the east, and Smith Street and residential uses to the north. The site location map is shown in Figure 1. MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 2 of 11 Figure 1 – Site Location Map WPG seeks a zone change to apply a zoning overlay to several parcels on Wheeler Road and Smith Street in South Windsor. The proposed zoning change would apply the “Buckland Gateway South Zone” (BGS) overlay to lots that are currently zoned “Designed Commercial” (DC). Ultimately, WPG intends to construct a 210-unit age restricted development on these parcels, the maximum density allowed under the BGS overlay zone. The concept plan proposes carriage houses, which is a mix of three-story townhome-style buildings. The conceptual site plan is provided in the Appendix. The preliminary site plan proposes access via two driveways: one on Wheeler Road and one on Pleasant Valley Road. The driveway on Pleasant Valley Road will be constructed in place of the northern leg of Croft Drive, which currently provides truck and service access to the Plaza at Buckland Hills. STUDY AREA The study area for this evaluation was selected after a review of the major roads and traffic patterns in the vicinity of the project site in conjunction with the proposed site access driveways. The following intersections, shown in Figure 2, comprise the study area: • Pleasant Valley Road & Clark Street (unsignalized) MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 3 of 11 • Pleasant Valley Road & Wheeler Road (unsignalized) • Wheeler Road & Smith Street (unsignalized) • Pleasant Valley Road & Croft Drive (unsignalized) • Pleasant Valley Road & JCPenney Warehouse Driveway (signalized) • Pleasant Valley Road & I-84 Ramps (signalized) • Pleasant Valley Road & Buckland Street (signalized) Figure 2 – Study Intersection Map The study intersections were counted during the morning (7:00 to 9:00 AM) and evening (3:00 to 6:00 PM) commuter peak periods in July 2025. The data collected reveals that the peak hours within the study area occur between 8:00 AM and 9:00 AM during the weekday morning, and 4:30 PM and 5:30 PM during the weekday evening. The existing peak hour volumes are shown on Figure 3. MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 4 of 11 FUTURE CONDITIONS The observed 2025 traffic volumes were first adjusted to estimate 2030 “No-Build” traffic volumes. The No-Build condition is defined as the future volumes in the study area without the proposed project. This was done by applying a general background growth factor and adding site- specific traffic volumes from new projects affecting the study area, as applicable. At the time of this study there were no additional traffic volumes from new projects to be added. An annual growth rate of 1%, consistent with traffic studies for similar projects in the area, was applied to the 2025 existing traffic volumes to develop the 2030 No-Build traffic volumes shown in Figure 4. TRIP GENERATION The trip generation for the proposed zone overlay change was estimated using trip generation data contained in the ITE Trip Generation Manual, 11th Edition1. The Town of South Windsor zoning regulations state that the permitted use in the BGS zone shall be “Age-restricted housing for households 55 years and older in the form of a common interest ownership community”. LUC 251 – Senior Adult Housing is described in the ITE Trip Generation Manual as: Senior adult housing—single-family sites are independent living developments that are called various names including retirement communities, age- restricted housing, and active adult communities. The development has a specific age restriction for its residents, typically a minimum of 55 years of age for at least one resident of the household. Land Use Code (LUC) 251 – Senior Adult Housing – Single-Family was therefore used to estimate the trip generation of the proposed zone overlay as it most closely represents the proposed carriage house use.. The maximum unit density for the BGS zone in the South Windsor zoning regulations is 210 dwelling units. Table 1 below shows the resulting trip generation estimates for the proposed zone overlay of BGS. With this maximum density unit count, the proposed site estimates 68 morning peak hour trips and 79 evening peak hour trips. 1 Trip Generation Manual, 11th Edition published by the Institution of Transportation Engineers (ITE). MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 5 of 11 TABLE 1 PROPOSED ZONE TRIP GENERATION – 22 WHEELER ROAD – SOUTH WINDSOR USE LAND USE CODE1 AM PEAK HOUR PM PEAK HOUR ENTER EXIT TOTAL ENTER EXIT TOTAL Senior Adult Housing – Single- Family (210 Dwelling Units) 251 2 23 45 68 48 31 79 1 Land Use Codes based on ITE Trip Generation Manual 11th Edition 2 Volume based on ITE Trip Generation Manual 11th Edition: Land Use Code 251: Senior Adult Housing – Single-Family The project site is currently designated as a “Designed Commercial” (DC) zone as shown in the Town of South Windsor 2024 Zoning Map. Though it is not proposed as part of this application or in the future, existing zoning allows commercial uses with a significant trip generation potential. Table 2 below shows a conceptual commercial development trip generation estimate compared to the proposed age restricted development. The resulting trip generation calculations indicate that the proposed zone change overlay would result in significant reduction in overall potential traffic of a maximum build out scenario for the project site. TABLE 2 EXISTING/PROPOSED ZONING TRIP GENERATION COMPARISON 22 WHEELER ROAD – SOUTH WINDSOR USE LAND USE CODE1 AM PEAK HOUR PM PEAK HOUR ENTER EXIT TOTAL ENTER EXIT TOTAL Existing Zone - Max. Allowable (500,000 SF Shopping Center)2 820 3 266 163 429 863 935 1,798 Proposed Zone Change Overlay - Max. Allowable (210 Dwelling Units Senior Living) 251 4 23 45 68 48 31 79 Net Change -243 -118 -361 -815 -904 -1,719 1 Land Use Codes based on ITE Trip Generation Manual 11th Edition 2 An assumed 500,000 SF (20% building-to-lot density) was used to estimate what the maximum allowable square-footage (SF) of a commercial development would be on the parcels. The total building area for Plaza at Buckland Hills to the south represents approximately 28% of the available lot area (±327,000 GSF / 1,161,000 lot SF). 3 Volume based on ITE Trip Generation Manual 11th Edition: Land Use Code 820: Shopping Center 4 Volume based on ITE Trip Generation Manual 11th Edition: Land Use Code 25 1: Senior Adult Housing – Single-Family MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 6 of 11 Trip Distribution and 2030 Build Conditions Langan estimated trip distribution percentages for the proposed site based on existing traffic patterns and the traffic count data collected. We estimate that approximately 80% of users will access the site via Pleasant Valley Road through the proposed driveway access adjacent to Croft Drive, with majority (55%) traveling from the east from I-84 and Buckland Street. The remaining 20% is expected to access the site via the Wheeler Road driveway, with majority (15%) traveling north ultimately exiting the study area west on Smith Street. The trip distribution percentages can be found on Figure 5. Figure 6 shows the trips assigned to the roadway network based on the anticipated trip generation numbers for the age restricted development. The 2030 Build traffic volumes were developed by combining the 2030 No Build traffic volumes from Figure 4 with the anticipated trip generation results from the traffic to be generated by the proposed development shown in Figure 6. The 2030 Build conditions were then evaluated during the roadway peak-hours using the volumes shown in Figure 7 in the Appendix. CAPACITY ANALYSIS The evaluation criteria used to analyze the study intersections is based on the Highway Capacity Manual (HCM) 7th Edition, published by the Transportation Research Board (TRB). SYNCHRO 12 capacity analysis software was used to facilitate computer calculation for the capacity analysis at the study intersections. Tables 3 and 4 below compare the Level-of-Service (LOS) and queue lengths between the 2025 Existing Conditions and the 2030 Opening Year Conditions for No- Build and Build Conditions. Level of Service Criteria Level of Service (LOS) is the term used to identify the different operating conditions that occur at an intersection under traffic volume demands. The LOS assignment considers several factors including geometry, speed, travel time, delay, maneuverability and safety to qualify traffic operations. LOS designations range from A to F, with LOS A representing the best operating conditions and LOS F representing the worst operating conditions. The LOS designation is reported differently for signalized intersections and unsignalized intersections. The analysis considers the operation of all traffic entering the intersection for signalized intersections. For unsignalized intersections, however, the analysis considers only movements that are in conflict with other movements such as mainline left turns and traffic exiting the side street that conflict with through movements. A LOS designation is assigned for MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 7 of 11 each lane configuration as well as the overall operation for signalized intersections. LOS is only given for movements in conflict with free-flowing traffic (e.g. left turns for a side street onto a free flowing through movement of a main street) for unsignalized intersections. The HCM 7th Edition defines the level of service for signalized intersections as follows: Level of Service Control Delay per Vehicle (sec/veh) A ≤10 B >10 – 20 C >20 – 35 D >35 – 55 E >55 – 80 F >80 The HCM defines the level of service for unsignalized intersections as follows: Level of Service Control Delay per Vehicle (sec/veh) A ≤10 B >10 – 15 C >15 – 25 D >25 – 35 E >35 – 50 F > 50 The evaluation criteria used to analyze the study area intersections are based on the Highway Capacity Manual (HCM) 7th Edition, published by the Transportation Research Board (TRB). SYNCHRO 12 capacity analysis software was used to facilitate computer calculation for the capacity analyses at each signalized intersection. There are a number of signalized intersections within the study area that operate under Non-NEMA or atypical phasing. These intersections cannot be analyzed utilizing the HCM 7th Edition or HCM 2010 Edition methodologies; therefore, the Synchro Percentile Delay methodology was utilized. For consistency throughout the capacity analysis, all the signalized intersections were analyzed utilizing the Percentile Delay methodology. Analysis Results As shown in Tables 3 and 4, traffic operations under the 2030 Build Condition are expected to remain the same compared with the 2030 No-Build Condition. Individual movements and lane groups may experience slight changes in queue length and delay; however, overall movement MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 8 of 11 and levels-of-service at the study intersections remain unchanged. The analysis conducted in this study utilizes existing traffic signal timing and coordination information received from correspondence with Town of Manchester Engineering staff. TABLE 3 CAPACITY ANALYSIS SUMMARY - WEEKDAY A.M. PEAK HOUR INTERSECTION CONTROL TYPE LANE USE EXISTING LOS NO-BUILD LOS BUILD LOS JCPenney Logistics Driveway & Pleasant Valley Road Actuated- Uncoordinated Overall C C C I-84 EB Ramps/ Buckland Hills Plaza Enter-only Drive & Pleasant Valley Road Actuated- Uncoordinated Overall B B B Buckland Street & Pleasant Valley Road/ Buckland Hills Drive Actuated- Coordinated Overall C C C Clark Street & Pleasant Valley Road Unsignalized EB A A A WB A A A NB A A A SB A A A Pleasant Valley Road & Wheeler Road Unsignalized EB A A A WB A A A SB B B B Wheeler Road & Smith Street Unsignalized EB A A A WB A A A NB A A A SB A A A Croft Drive & Pleasant Valley Road Unsignalized EB A A A WB A A A NB B B B SB A A B West Site Driveway & Wheeler Road Unsignalized WB A NB A SB A MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 9 of 11 TABLE 4 CAPACITY ANALYSIS SUMMARY - WEEKDAY P.M. PEAK HOUR INTERSECTION CONTROL TYPE LANE USE EXISTING LOS NO-BUILD LOS BUILD LOS JCPenney Logistics Driveway & Pleasant Valley Road Actuated- Uncoordinated Overall D D D I-84 EB Ramps/ Buckland Hills Plaza Enter-only Drive & Pleasant Valley Road Actuated- Uncoordinated Overall B B B Buckland Street & Pleasant Valley Road/ Buckland Hills Drive Actuated- Coordinated Overall D D D Clark Street & Pleasant Valley Road Unsignalized EB B B B WB B C C NB B B B SB B B B Pleasant Valley Road & Wheeler Road Unsignalized EB A A A WB A A A SB C C C Wheeler Road & Smith Street Unsignalized EB A A A WB A A A NB A A A SB A A A Croft Drive & Pleasant Valley Road Unsignalized EB A A A WB A A A NB B B B SB C C C West Site Driveway & Wheeler Road Unsignalized WB A NB A SB A MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 10 of 11 SAFETY ANALYSIS Crash Data Langan obtained the most recent three years (2022 through 2024) of accident data that occurred within a 100-foot radius of each study intersection from the UConn Crash Data Repository. Table 5 below provides a summary of the accident data for the intersection with reported accidents. TABLE 5 ACCIDENT DATA SUMMARY (2022 - 2024) INTERSECTION NUMBER OF ACCIDENTS SEVERITY CONDITIONS Total Average Per Year Property Damage Only Personal Injury Fatality Clear (Dry) Rain/ Snow Day Night Pleasant Valley Road & Clark Street 7 2.3 5 (71%) 2 (29%) 0 (0%) 6 (86%) 1 (14%) 6 (86%) 1 (14%) Pleasant Valley Road & Wheeler Road 7 2.3 5 (71%) 2 (29%) 0 (0%) 5 (71%) 2 (29%) 5 (71%) 2 (29%) Wheeler Road & Smith Street 0 0.0 0 (0%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) 0 (0%) Pleasant Valley Road & Croft Drive 1 0.3 1 (100%) 0 (0%) 0 (0%) 1 (100%) 0 (0%) 1 (100%) 0 (0%) Pleasant Valley Road & JCPenney Warehouse Driveway 3 1.0 3 (100%) 0 (0%) 0 (0%) 3 (100%) 0 (0%) 3 (100%) 0 (0%) Pleasant Valley Road & I-84 Ramps 46 15.3 35 (76%) 11 (24%) 0 (0%) 40 (87%) 6 (13%) 29 (63%) 17 (37%) Pleasant Valley Road & Buckland Street 78 26.0 59 (76%) 19 (24%) 0 (0%) 68 (87%) 10 (13%) 53 (68%) 25 (32%) Source: UConn Crash Data Repository (2022-2024) Accidents included angle collisions, rear-ends, head-on collisions, sideswipe (same direction), and fixed object/single vehicle crashes. 34 (24%) of the reported accidents included injuries. No fatalities were reported. The majority of accidents occurred during dry weather conditions (87%) and during daylight hours (68%). The unsignalized intersections in the study area further to the west have low accident occurrences, which is expected based on the lower traffic volumes. The intersections of Pleasant Valley Road & Buckland Street and Pleasant Valley Road & I-84 Ramps have a higher number of MEMO Traffic Impact Assessment Age Restricted Development South Windsor, Connecticut Langan Project No.: 140275901 August 21st, 2025 - Page 11 of 11 accidents that are attributable to the significantly higher traffic volumes at these intersections. A detailed review of accidents at these intersections showed a larger number of rear-ends and angle collisions, where speed, volume, and the large geometry of the intersections may be factors. While this data warrants further evaluation by the appropriate jurisdictional entity, the additional traffic generated by the age restricted development is not expected to affect the safety conditions at the study intersections. CONCLUSION This assessment investigates the potential traffic impacts generated by the proposed zoning overlay at 22 Wheeler Road in South Windsor, Connecticut on the surrounding area roadway network. This zone overlay is an initial step in the development of a 210-unit age restricted development. Our analysis shows that this development results in a reduction in site-generated trips as compared those generated by the maximum allowable development of the current DC zone. Furthermore, the analysis shows that the traffic generated by the age restricted development will not result in a noticeable change traffic operations in the study area. \\langan.com\data\NHV\data9\140275902\Project Data\_Discipline\Traffic\Reports\Traffic Impact Assessment\140275902 - 22 Wheeler Road - Traffic Impact Assessment.docx WASHINGTON PRIME / 2025 60’ 90’ 84’ 105’ 157’ MASTERPLAN NOTES Carriage Houses 210 Units Total: 210 Units DUA: 4.5 Units/ AC Open Space Developable Land: 46.92 AC Commercial Land: 10.00 AC WH E E L E R R D . SMITH ST. Date: 7/24/2025 Time: 13:38 User: cadams Style Table: Langan.stb Layout: Layout1 Document Code:140275902-0201-KT101-0102 www.langan.com 555 Long Wharf Drive, 9th Floor New Haven, CT 06511 T: 203.562.5771F: 203.789.6142 Langan CT, Inc. © La n g a n 20 2 5 Date: 7/24/2025 Time: 13:37 User: cadams Style Table: Langan.stb Layout: Layout1 (2)Document Code:140275902-0201-KT101-0102 www.langan.com 555 Long Wharf Drive, 9th Floor New Haven, CT 06511 T: 203.562.5771F: 203.789.6142 Langan CT, Inc. © La n g a n 20 2 5 Date: 7/22/2025 Time: 16:44 User: cadams Style Table: Langan.stb Layout: Layout1 Document Code:140275902-0201-KT101-0101 www.langan.com 555 Long Wharf Drive, 9th Floor New Haven, CT 06511 T: 203.562.5771F: 203.789.6142 Langan CT, Inc. © La n g a n 20 2 5 Date: 7/22/2025 Time: 16:47 User: cadams Style Table: Langan.stb Layout: Fig. 4 Document Code:140275902-0201-KT101-0101 www.langan.com 555 Long Wharf Drive, 9th Floor New Haven, CT 06511 T: 203.562.5771F: 203.789.6142 Langan CT, Inc. © La n g a n 20 2 5 Date: 7/23/2025 Time: 13:21 User: cadams Style Table: Langan.stb Layout: Fig. 5 Document Code:140275902-0201-KT101-0101 www.langan.com 555 Long Wharf Drive, 9th Floor New Haven, CT 06511 T: 203.562.5771F: 203.789.6142 Langan CT, Inc. © La n g a n 20 2 5 Date: 7/23/2025 Time: 15:20 User: cadams Style Table: Langan.stb Layout: Fig. 6 Document Code:140275902-0201-KT101-0101 www.langan.com 555 Long Wharf Drive, 9th Floor New Haven, CT 06511 T: 203.562.5771F: 203.789.6142 Langan CT, Inc. © La n g a n 20 2 5 Date: 7/23/2025 Time: 15:40 User: cadams Style Table: Langan.stb Layout: Fig. 7 Document Code:140275902-0201-KT101-0101 www.langan.com 555 Long Wharf Drive, 9th Floor New Haven, CT 06511 T: 203.562.5771F: 203.789.6142 Langan CT, Inc. © La n g a n 20 2 5 403 Land Use: 251 Senior Adult Housing—Single-Family Description Senior adult housing—single-family sites are independent living developments that are called various names including retirement communities, age-restricted housing, and active adult communities. The development has a specific age restriction for its residents, typically a minimum of 55 years of age for at least one resident of the household. Residents in these communities are typically considered active and requiring little to no medical supervision. The percentage of retired residents varies by development. The development may include amenities such as a golf course, swimming pool, 24-hour security, transportation, and common recreational facilities. They generally lack centralized dining and on-site health facilities. The dwelling units can be either detached or attached. The types of housing types represented by sites in the database include traditional single-family detached homes, patio homes, duplexes, and townhouses. Single-family attached housing includes any single-family housing unit that shares a wall with an adjoining dwelling unit, whether the walls are for living space, a vehicle garage, or storage space. Senior adult housing—multifamily (Land Use 252), congregate care facility (Land Use 253), assisted living (Land Use 254), and continuing care retirement community (Land Use 255) are related land uses. Additional Data Caution should be used when applying trip rates for this land use as it may contain a wide variety of studies ranging from communities with very active, working residents to communities with older, retired residents. As more data become available, consideration will be given to future stratification of this land use. Many factors affected the trip rates for detached senior adult housing. Factors such as the average age of residents, development location and size, affluence of residents, employment status, and vehicular access should be taken into consideration when conducting an analysis. Some developments were located within close proximity to medical facilities, restaurants, shopping centers, banks, and recreational activities. The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https://www.ite.org/technical-resources/topics/trip- and-parking-generation/). For the six sites for which data were provided for both occupied dwelling units and total dwelling units, an average of 98 percent of the units were occupied. General Urban/Suburban and Rural (Land Uses 000–399) The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN), California, Delaware, Florida, Maryland, New Jersey, New York, Pennsylvania, Virginia, and Washington. Source Numbers 221, 289, 398, 421, 500, 550, 598, 601, 602, 629, 930, 1015, 1060, 1074 404 Trip Generation Manual 11th Edition • Volume 3 Senior Adult Housing -Single-Family(251) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:34 Avg.Num.of Dwelling Units:557 Directional Distribution:33%entering,67%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.24 0.13 -0.84 0.10 Data Plot and Equation 0 1000 2000 30000 100 200 300 400 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.76 Ln(X)+0.16 R²=0.88 X =Number of Dwelling Units T = T r i p s E n d s 406 Trip Generation Manual 11th Edition • Volume 3 Senior Adult Housing -Single-Family(251) 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:35 Avg.Num.of Dwelling Units:556 Directional Distribution:61%entering,39%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.30 0.17 -0.95 0.12 Data Plot and Equation 0 1000 2000 30000 200 400 600 Average RateStudySiteFittedCurve Fitted Curve Equation:Ln(T)=0.78 Ln(X)+0.20 R²=0.86 X =Number of Dwelling Units T = T r i p s E n d s 407General Urban/Suburban and Rural (Land Uses 000–399) 1: Clark Street & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 95 5 85 62 26 3 28 89 41 49 17 Future Volume (vph) 25 95 5 85 62 26 3 28 89 41 49 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 225 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.995 0.980 0.850 0.979 Flt Protected 0.990 0.976 0.995 0.981 Satd. Flow (prot) 0 1788 0 0 1750 0 0 1726 1509 0 1762 0 Flt Permitted 0.990 0.976 0.995 0.981 Satd. Flow (perm) 0 1788 0 0 1750 0 0 1726 1509 0 1762 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 595 2366 1242 538 Travel Time (s) 13.5 53.8 28.2 12.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 8% 4% 0% 4% 4% 3% 25% 8% 7% 0% 4% 11% Adj. Flow (vph) 27 103 5 92 67 28 3 30 97 45 53 18 Shared Lane Traffic (%) Lane Group Flow (vph) 0 135 0 0 187 0 0 33 97 0 116 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 1: Clark Street & Pleasant Valley Road HCM 7th AWSC Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 2 Intersection Intersection Delay, s/veh 9 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 95 5 85 62 26 3 28 89 41 49 17 Future Vol, veh/h 25 95 5 85 62 26 3 28 89 41 49 17 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 8 4 0 4 4 3 25 8 7 0 4 11 Mvmt Flow 27 103 5 92 67 28 3 30 97 45 53 18 Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay, s/veh 9.1 9.4 8.5 8.9 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 10% 0% 20% 49% 38% Vol Thru, % 90% 0% 76% 36% 46% Vol Right, % 0% 100% 4% 15% 16% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 31 89 125 173 107 LT Vol 3 0 25 85 41 Through Vol 28 0 95 62 49 RT Vol 0 89 5 26 17 Lane Flow Rate 34 97 136 188 116 Geometry Grp 5 5 2 2 4a Degree of Util (X) 0.055 0.13 0.185 0.248 0.159 Departure Headway (Hd) 5.882 4.836 4.889 4.751 4.936 Convergence, Y/N Yes Yes Yes Yes Yes Cap 607 738 731 754 722 Service Time 3.637 2.59 2.938 2.798 2.993 HCM Lane V/C Ratio 0.056 0.131 0.186 0.249 0.161 HCM Control Delay, s/veh 9 8.3 9.1 9.4 8.9 HCM Lane LOS A A A A A HCM 95th-tile Q 0.2 0.4 0.7 1 0.6 2: Pleasant Valley Road & Wheeler Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 4 242 161 27 66 8 Future Volume (vph) 4 242 161 27 66 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.985 Flt Protected 0.999 0.957 Satd. Flow (prot) 0 1821 1800 0 1766 0 Flt Permitted 0.999 0.957 Satd. Flow (perm) 0 1821 1800 0 1766 0 Link Speed (mph) 35 35 25 Link Distance (ft) 2366 674 719 Travel Time (s) 46.1 13.1 19.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 20% 4% 3% 7% 0% 13% Adj. Flow (vph) 4 269 179 30 73 9 Shared Lane Traffic (%) Lane Group Flow (vph) 0 273 209 0 82 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 26.7% ICU Level of Service A Analysis Period (min) 15 2: Pleasant Valley Road & Wheeler Road HCM 7th TWSC Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 4 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 242 161 27 66 8 Future Vol, veh/h 4 242 161 27 66 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 20 4 3 7 0 13 Mvmt Flow 4 269 179 30 73 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 209 0 - 0 472 194 Stage 1 - - - - 194 - Stage 2 - - - - 278 - Critical Hdwy 4.3 - - - 6.4 6.33 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.38 - - - 3.5 3.417 Pot Cap-1 Maneuver 1262 - - - 554 820 Stage 1 - - - - 844 - Stage 2 - - - - 774 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1262 - - - 552 820 Mov Cap-2 Maneuver - - - - 552 - Stage 1 - - - - 840 - Stage 2 - - - - 774 - Approach EB WB SB HCM Control Delay, s/v 0.13 0 12.34 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 29 - - - 572 HCM Lane V/C Ratio 0.004 - - - 0.144 HCM Control Delay (s/veh) 7.9 0 - - 12.3 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.5 3: Wheeler Road & Smith Street Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 0 29 3 3 0 19 2 0 0 5 1 Future Volume (vph) 1 0 29 3 3 0 19 2 0 0 5 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. 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 Frt 0.869 0.977 Flt Protected 0.998 0.976 0.957 Satd. Flow (prot) 0 1616 0 0 1854 0 0 1770 0 0 1856 0 Flt Permitted 0.998 0.976 0.957 Satd. Flow (perm) 0 1616 0 0 1854 0 0 1770 0 0 1856 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 597 613 418 399 Travel Time (s) 11.6 11.9 11.4 10.9 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 2% 0% 0% 0% 3% 0% 0% 0% 0% 0% Adj. Flow (vph) 1 0 31 3 3 0 20 2 0 0 5 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 32 0 0 6 0 0 22 0 0 6 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.8% ICU Level of Service A Analysis Period (min) 15 3: Wheeler Road & Smith Street HCM 7th TWSC Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 6 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 29 3 3 0 19 2 0 0 5 1 Future Vol, veh/h 1 0 29 3 3 0 19 2 0 0 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 2 0 0 0 3 0 0 0 0 0 Mvmt Flow 1 0 31 3 3 0 20 2 0 0 5 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 3 0 0 31 0 0 30 27 16 13 43 3 Stage 1 - - - - - - 18 18 - 10 10 - Stage 2 - - - - - - 12 10 - 3 33 - Critical Hdwy 4.1 - - 4.1 - - 7.13 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.13 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.13 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.527 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1632 - - 1594 - - 976 870 1070 1009 853 1086 Stage 1 - - - - - - 999 885 - 1017 892 - Stage 2 - - - - - - 1005 892 - 1025 871 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1632 - - 1594 - - 966 867 1070 1004 851 1086 Mov Cap-2 Maneuver - - - - - - 966 867 - 1004 851 - Stage 1 - - - - - - 998 884 - 1015 890 - Stage 2 - - - - - - 996 890 - 1021 871 - Approach EB WB NB SB HCM Control Delay, s/v 0.24 3.63 8.86 9.11 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 956 50 - - 900 - - 882 HCM Lane V/C Ratio 0.024 0.001 - - 0.002 - - 0.007 HCM Control Delay (s/veh) 8.9 7.2 0 - 7.3 0 - 9.1 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 4: Croft Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 314 3 2 182 0 8 0 16 0 0 0 Future Volume (vph) 1 314 3 2 182 0 8 0 16 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.910 Flt Protected 0.950 0.984 Satd. Flow (prot) 0 1843 0 1805 1827 0 0 1701 0 0 1900 0 Flt Permitted 0.950 0.984 Satd. Flow (perm) 0 1843 0 1805 1827 0 0 1701 0 0 1900 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 674 928 347 153 Travel Time (s) 13.1 18.3 9.5 4.2 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 1 353 3 2 204 0 9 0 18 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 357 0 2 204 0 0 27 0 0 0 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) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.5% ICU Level of Service A Analysis Period (min) 15 4: Croft Drive & Pleasant Valley Road HCM 7th TWSC Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 8 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 314 3 2 182 0 8 0 16 0 0 0 Future Vol, veh/h 1 314 3 2 182 0 8 0 16 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 3 0 0 4 0 0 0 0 0 0 0 Mvmt Flow 1 353 3 2 204 0 9 0 18 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 204 0 0 356 0 0 566 566 354 564 567 204 Stage 1 - - - - - - 357 357 - 209 209 - Stage 2 - - - - - - 209 209 - 355 358 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1379 - - 1214 - - 438 437 694 439 436 841 Stage 1 - - - - - - 665 632 - 798 733 - Stage 2 - - - - - - 798 733 - 666 631 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1379 - - 1214 - - 437 435 694 427 434 841 Mov Cap-2 Maneuver - - - - - - 437 435 - 427 434 - Stage 1 - - - - - - 664 631 - 796 732 - Stage 2 - - - - - - 796 732 - 649 630 - Approach EB WB NB SB HCM Control Delay, s/v 0.02 0.09 11.51 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 580 6 - - 1214 - - - HCM Lane V/C Ratio 0.046 0.001 - - 0.002 - - - HCM Control Delay (s/veh) 11.5 7.6 0 - 8 - - 0 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - - 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 29 295 3 8 150 11 0 0 8 67 2 30 Future Volume (vph) 29 295 3 8 150 11 0 0 8 67 2 30 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 0 2 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.999 0.990 0.850 0.859 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 1687 1861 0 0 3356 0 1900 1272 0 3367 1573 0 Flt Permitted 0.633 0.924 0.950 Satd. Flow (perm) 1124 1861 0 0 3107 0 1900 1272 0 3367 1573 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 601 33 Link Speed (mph) 35 35 30 30 Link Distance (ft) 928 733 363 390 Travel Time (s) 18.1 14.3 8.3 8.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 7% 2% 0% 57% 4% 0% 0% 0% 27% 4% 0% 4% Adj. Flow (vph) 32 328 3 9 167 12 0 0 9 74 2 33 Shared Lane Traffic (%) Lane Group Flow (vph) 32 331 0 0 188 0 0 9 0 74 35 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 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm NA Perm NA Prot NA Protected Phases 1 1 2 2 6 5 5 6 Permitted Phases 1 2 2 6 6 Detector Phase 1 1 2 2 2 6 6 5 5 6 Switch Phase Minimum Initial (s) 8.0 15.0 15.0 8.0 8.0 8.0 Minimum Split (s) 15.0 22.0 22.0 14.5 14.5 14.5 Total Split (s) 30.0 30.0 30.0 20.0 20.0 20.0 Total Split (%) 23.4% 23.4% 23.4% 15.6% 15.6% 15.6% Maximum Green (s) 23.0 23.0 23.0 13.5 13.5 13.5 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 All-Red Time (s) 3.0 3.0 3.0 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min None None None 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 10 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 3.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 22% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode Ped 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 32.0 39.3 15.6 8.3 8.4 19.3 Actuated g/C Ratio 0.34 0.42 0.17 0.09 0.09 0.20 v/c Ratio 0.06 0.42 0.36 0.01 0.24 0.10 Control Delay (s/veh) 19.9 23.5 40.5 0.0 47.7 13.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 19.9 23.5 40.5 0.0 47.7 13.4 LOS B C D A D B Approach Delay (s/veh) 23.3 40.5 36.7 Approach LOS C D D Queue Length 50th (ft) 13 162 58 0 24 1 Queue Length 95th (ft) 33 243 100 0 49 28 Internal Link Dist (ft) 848 653 283 310 Turn Bay Length (ft) 200 Base Capacity (vph) 580 913 790 700 500 427 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.36 0.24 0.01 0.15 0.08 Intersection Summary Area Type: Other Cycle Length: 128 Actuated Cycle Length: 94.3 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay (s/veh): 30.0 Intersection LOS: C Intersection Capacity Utilization 43.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 12 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 13 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 160 218 669 116 102 68 29 178 0 0 0 Future Volume (vph) 7 160 218 669 116 102 68 29 178 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 625 600 200 315 315 0 0 Storage Lanes 1 1 1 1 1 1 0 0 Taper Length (ft) 100 75 100 25 Lane Util. Factor 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3539 1509 3367 1792 1583 1703 1827 1568 0 0 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1805 3539 1509 3367 1792 1583 1703 1827 1568 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 225 115 184 Link Speed (mph) 35 35 30 30 Link Distance (ft) 469 1024 635 261 Travel Time (s) 9.1 19.9 14.4 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 2% 7% 4% 6% 2% 6% 4% 3% 0% 0% 0% Adj. Flow (vph) 7 165 225 690 120 105 70 30 184 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 7 165 225 690 120 105 70 30 184 0 0 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) 36 36 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pm+ov Prot NA Perm Split NA pt+ov Protected Phases 1 6 4 5 2 4 4 4 5 Permitted Phases 6 2 2 Detector Phase 1 6 4 5 2 2 4 4 4 5 Switch Phase Minimum Initial (s) 4.0 10.0 9.0 9.0 15.0 15.0 9.0 9.0 Minimum Split (s) 10.0 16.0 16.0 15.0 21.0 21.0 16.0 16.0 Total Split (s) 10.0 30.0 25.0 50.0 60.0 60.0 25.0 25.0 Total Split (%) 7.5% 22.6% 18.8% 37.6% 45.1% 45.1% 18.8% 18.8% Maximum Green (s) 4.0 24.0 18.0 44.0 54.0 54.0 18.0 18.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.5 All-Red Time (s) 2.0 2.0 3.5 2.0 2.0 2.0 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 7.0 6.0 6.0 6.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None None Min Min None None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 14 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 21% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension (s) 2.0 Recall Mode None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 4.0 10.1 25.8 15.9 30.4 30.4 9.6 9.6 31.6 Actuated g/C Ratio 0.07 0.18 0.47 0.29 0.55 0.55 0.18 0.18 0.58 v/c Ratio 0.05 0.25 0.27 0.70 0.12 0.11 0.23 0.09 0.18 Control Delay (s/veh) 27.2 21.7 2.7 21.5 7.4 2.2 22.9 21.2 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 27.2 21.7 2.7 21.5 7.4 2.2 22.9 21.2 1.3 LOS C C A C A A C C A Approach Delay (s/veh) 11.1 17.5 8.8 Approach LOS B B A Queue Length 50th (ft) 2 23 0 99 14 0 19 8 0 Queue Length 95th (ft) 14 55 33 158 53 20 55 30 17 Internal Link Dist (ft) 389 944 555 181 Turn Bay Length (ft) 100 625 600 200 315 315 Base Capacity (vph) 132 1560 1027 2722 1791 1582 563 604 1555 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.11 0.22 0.25 0.07 0.07 0.12 0.05 0.12 Intersection Summary Area Type: Other Cycle Length: 133 Actuated Cycle Length: 54.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay (s/veh): 14.4 Intersection LOS: B Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 16 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 17 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 124 77 113 81 171 38 263 600 82 49 306 433 Future Volume (vph) 124 77 113 81 171 38 263 600 82 49 306 433 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 325 175 0 0 0 0 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length (ft) 50 75 25 25 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3400 3539 1524 3242 3574 1509 3273 3505 1524 3467 3438 1568 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3400 3539 1524 3242 3574 1509 3273 3505 1524 3467 3438 1568 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 87 93 377 Link Speed (mph) 35 35 40 40 Link Distance (ft) 1024 746 518 460 Travel Time (s) 19.9 14.5 8.8 7.8 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 3% 2% 6% 8% 1% 7% 7% 3% 6% 1% 5% 3% Adj. Flow (vph) 141 88 128 92 194 43 299 682 93 56 348 492 Shared Lane Traffic (%) Lane Group Flow (vph) 141 88 128 92 194 43 299 682 93 56 348 492 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) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pt+ov Prot NA pt+ov Prot NA custom Prot NA pt+ov Protected Phases 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Permitted Phases 5 Detector Phase 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.6 11.6 11.6 11.6 12.2 12.2 12.2 12.2 Total Split (s) 35.0 45.0 35.0 45.0 15.0 40.0 15.0 40.0 Total Split (%) 25.9% 33.3% 25.9% 33.3% 11.1% 29.6% 11.1% 29.6% Maximum Green (s) 28.4 38.4 28.4 38.4 7.8 32.8 7.8 32.8 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.6 6.6 6.6 6.6 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None Min None None None None 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Existing AM 2025 Existing AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 18 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 7.8 9.7 24.4 6.8 8.8 22.0 8.0 21.7 35.2 5.9 16.6 31.7 Actuated g/C Ratio 0.11 0.14 0.35 0.10 0.13 0.32 0.12 0.31 0.51 0.09 0.24 0.46 v/c Ratio 0.37 0.17 0.20 0.28 0.42 0.07 0.79 0.62 0.11 0.18 0.42 0.53 Control Delay (s/veh) 33.4 29.1 4.9 34.0 32.6 1.2 50.2 24.6 3.0 34.1 23.7 5.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 33.4 29.1 4.9 34.0 32.6 1.2 50.2 24.6 3.0 34.1 23.7 5.4 LOS C C A C C A D C A C C A Approach Delay (s/veh) 22.2 29.0 29.9 14.3 Approach LOS C C C B Queue Length 50th (ft) 28 17 0 19 40 0 64 136 0 11 65 27 Queue Length 95th (ft) 61 41 34 44 80 5 #156 206 21 31 105 80 Internal Link Dist (ft) 944 666 438 380 Turn Bay Length (ft) 250 325 175 Base Capacity (vph) 1422 2001 905 1356 2021 891 376 1693 1259 398 1661 1287 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.10 0.04 0.14 0.07 0.10 0.05 0.80 0.40 0.07 0.14 0.21 0.38 Intersection Summary Area Type: Other Cycle Length: 135 Actuated Cycle Length: 69.2 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay (s/veh): 23.5 Intersection LOS: C Intersection Capacity Utilization 56.0% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive 1: Clark Street & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 31 162 14 147 113 51 12 120 171 29 82 28 Future Volume (vph) 31 162 14 147 113 51 12 120 171 29 82 28 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 225 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.991 0.978 0.850 0.973 Flt Protected 0.993 0.977 0.995 0.989 Satd. Flow (prot) 0 1849 0 0 1783 0 0 1890 1615 0 1811 0 Flt Permitted 0.993 0.977 0.995 0.989 Satd. Flow (perm) 0 1849 0 0 1783 0 0 1890 1615 0 1811 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 595 2366 1242 538 Travel Time (s) 13.5 53.8 28.2 12.2 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 (%) 1% 1% 3% 2% 2% 1% 0% 0% 0% 0% 1% 2% Adj. Flow (vph) 33 171 15 155 119 54 13 126 180 31 86 29 Shared Lane Traffic (%) Lane Group Flow (vph) 0 219 0 0 328 0 0 139 180 0 146 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 1: Clark Street & Pleasant Valley Road HCM 7th AWSC Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 2 Intersection Intersection Delay, s/veh 12.2 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 31 162 14 147 113 51 12 120 171 29 82 28 Future Vol, veh/h 31 162 14 147 113 51 12 120 171 29 82 28 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, % 1 1 3 2 2 1 0 0 0 0 1 2 Mvmt Flow 33 171 15 155 119 54 13 126 180 31 86 29 Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay, s/veh 11.9 14.4 10.8 11.1 HCM LOS B B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 0% 15% 47% 21% Vol Thru, % 91% 0% 78% 36% 59% Vol Right, % 0% 100% 7% 16% 20% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 132 171 207 311 139 LT Vol 12 0 31 147 29 Through Vol 120 0 162 113 82 RT Vol 0 171 14 51 28 Lane Flow Rate 139 180 218 327 146 Geometry Grp 5 5 2 2 4a Degree of Util (X) 0.245 0.279 0.349 0.509 0.246 Departure Headway (Hd) 6.344 5.586 5.765 5.596 6.043 Convergence, Y/N Yes Yes Yes Yes Yes Cap 564 639 621 642 591 Service Time 4.109 3.35 3.833 3.655 4.118 HCM Lane V/C Ratio 0.246 0.282 0.351 0.509 0.247 HCM Control Delay, s/veh 11.2 10.5 11.9 14.4 11.1 HCM Lane LOS B B B B B HCM 95th-tile Q 1 1.1 1.6 2.9 1 2: Pleasant Valley Road & Wheeler Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 5 338 304 65 51 6 Future Volume (vph) 5 338 304 65 51 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.986 Flt Protected 0.999 0.957 Satd. Flow (prot) 0 1878 1824 0 1782 0 Flt Permitted 0.999 0.957 Satd. Flow (perm) 0 1878 1824 0 1782 0 Link Speed (mph) 35 35 25 Link Distance (ft) 2366 674 719 Travel Time (s) 46.1 13.1 19.6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 8% 1% 2% 0% 0% 6% Adj. Flow (vph) 5 360 323 69 54 6 Shared Lane Traffic (%) Lane Group Flow (vph) 0 365 392 0 60 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 31.8% ICU Level of Service A Analysis Period (min) 15 2: Pleasant Valley Road & Wheeler Road HCM 7th TWSC Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 4 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 338 304 65 51 6 Future Vol, veh/h 5 338 304 65 51 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 8 1 2 0 0 6 Mvmt Flow 5 360 323 69 54 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 393 0 - 0 728 358 Stage 1 - - - - 358 - Stage 2 - - - - 370 - Critical Hdwy 4.18 - - - 6.4 6.26 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.272 - - - 3.5 3.354 Pot Cap-1 Maneuver 1134 - - - 393 677 Stage 1 - - - - 712 - Stage 2 - - - - 703 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1134 - - - 391 677 Mov Cap-2 Maneuver - - - - 391 - Stage 1 - - - - 708 - Stage 2 - - - - 703 - Approach EB WB SB HCM Control Delay, s/v 0.12 0 15.32 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 26 - - - 409 HCM Lane V/C Ratio 0.005 - - - 0.148 HCM Control Delay (s/veh) 8.2 0 - - 15.3 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0 - - - 0.5 3: Wheeler Road & Smith Street Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 7 26 6 4 0 32 3 3 1 2 4 Future Volume (vph) 4 7 26 6 4 0 32 3 3 1 2 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. 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 Frt 0.906 0.990 0.916 Flt Protected 0.994 0.972 0.959 0.994 Satd. Flow (prot) 0 1711 0 0 1847 0 0 1804 0 0 1730 0 Flt Permitted 0.994 0.972 0.959 0.994 Satd. Flow (perm) 0 1711 0 0 1847 0 0 1804 0 0 1730 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 597 613 418 399 Travel Time (s) 11.6 11.9 11.4 10.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 5 8 30 7 5 0 36 3 3 1 2 5 Shared Lane Traffic (%) Lane Group Flow (vph) 0 43 0 0 12 0 0 42 0 0 8 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.7% ICU Level of Service A Analysis Period (min) 15 3: Wheeler Road & Smith Street HCM 7th TWSC Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 6 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 7 26 6 4 0 32 3 3 1 2 4 Future Vol, veh/h 4 7 26 6 4 0 32 3 3 1 2 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 5 8 30 7 5 0 36 3 3 1 2 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 0 0 38 0 0 51 50 23 37 65 5 Stage 1 - - - - - - 32 32 - 18 18 - Stage 2 - - - - - - 19 18 - 19 47 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1630 - - 1586 - - 953 845 1060 974 830 1085 Stage 1 - - - - - - 990 873 - 1006 884 - Stage 2 - - - - - - 1005 884 - 1006 860 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1630 - - 1586 - - 940 839 1060 960 824 1085 Mov Cap-2 Maneuver - - - - - - 940 839 - 960 824 - Stage 1 - - - - - - 987 870 - 1002 880 - Stage 2 - - - - - - 994 880 - 996 858 - Approach EB WB NB SB HCM Control Delay, s/v 0.78 4.37 9.02 8.71 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 939 168 - - 1080 - - 978 HCM Lane V/C Ratio 0.046 0.003 - - 0.004 - - 0.008 HCM Control Delay (s/veh) 9 7.2 0 - 7.3 0 - 8.7 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 4: Croft Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 387 6 17 364 0 5 0 8 0 2 1 Future Volume (vph) 2 387 6 17 364 0 5 0 8 0 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.998 0.913 0.955 Flt Protected 0.950 0.982 Satd. Flow (prot) 0 1878 0 1805 1863 0 0 1703 0 0 1814 0 Flt Permitted 0.950 0.982 Satd. Flow (perm) 0 1878 0 1805 1863 0 0 1703 0 0 1814 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 674 928 347 153 Travel Time (s) 13.1 18.3 9.5 4.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 2 421 7 18 396 0 5 0 9 0 2 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 430 0 18 396 0 0 14 0 0 3 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) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 4: Croft Drive & Pleasant Valley Road HCM 7th TWSC Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 8 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 387 6 17 364 0 5 0 8 0 2 1 Future Vol, veh/h 2 387 6 17 364 0 5 0 8 0 2 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 1 0 0 2 0 0 0 0 0 0 0 Mvmt Flow 2 421 7 18 396 0 5 0 9 0 2 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 396 0 0 427 0 0 862 861 424 858 864 396 Stage 1 - - - - - - 428 428 - 433 433 - Stage 2 - - - - - - 434 433 - 425 432 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1174 - - 1143 - - 278 295 634 279 294 658 Stage 1 - - - - - - 609 588 - 605 585 - Stage 2 - - - - - - 605 585 - 611 586 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1174 - - 1143 - - 270 290 634 270 289 658 Mov Cap-2 Maneuver - - - - - - 270 290 - 270 289 - Stage 1 - - - - - - 607 587 - 596 576 - Stage 2 - - - - - - 592 576 - 601 585 - Approach EB WB NB SB HCM Control Delay, s/v 0.04 0.37 13.92 15.23 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 418 9 - - 1143 - - 355 HCM Lane V/C Ratio 0.034 0.002 - - 0.016 - - 0.009 HCM Control Delay (s/veh) 13.9 8.1 0 - 8.2 - - 15.2 HCM Lane LOS B A A - A - - C HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 92 301 1 8 248 54 3 5 17 328 5 127 Future Volume (vph) 92 301 1 8 248 54 3 5 17 328 5 127 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 0 2 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.974 0.883 0.855 Flt Protected 0.950 0.999 0.950 0.950 Satd. Flow (prot) 1787 1881 0 0 3363 0 1805 1146 0 3467 1605 0 Flt Permitted 0.441 0.938 0.666 0.950 Satd. Flow (perm) 830 1881 0 0 3158 0 1265 1146 0 3467 1605 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 17 18 138 Link Speed (mph) 35 35 30 30 Link Distance (ft) 928 733 363 390 Travel Time (s) 18.1 14.3 8.3 8.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 1% 1% 0% 87% 2% 3% 0% 19% 54% 1% 8% 1% Adj. Flow (vph) 100 327 1 9 270 59 3 5 18 357 5 138 Shared Lane Traffic (%) Lane Group Flow (vph) 100 328 0 0 338 0 3 23 0 357 143 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 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm NA Perm NA Prot NA Protected Phases 1 1 2 2 6 5 5 6 Permitted Phases 1 2 2 6 6 Detector Phase 1 1 2 2 2 6 6 5 5 6 Switch Phase Minimum Initial (s) 8.0 15.0 15.0 8.0 8.0 8.0 Minimum Split (s) 15.0 22.0 22.0 14.5 14.5 14.5 Total Split (s) 30.0 30.0 30.0 20.0 20.0 20.0 Total Split (%) 23.4% 23.4% 23.4% 15.6% 15.6% 15.6% Maximum Green (s) 23.0 23.0 23.0 13.5 13.5 13.5 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 All-Red Time (s) 3.0 3.0 3.0 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min None None None 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 10 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 3.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 22% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode Ped 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 36.2 43.2 17.7 8.1 8.1 13.6 28.2 Actuated g/C Ratio 0.32 0.38 0.16 0.07 0.07 0.12 0.25 v/c Ratio 0.23 0.45 0.66 0.03 0.23 0.86 0.28 Control Delay (s/veh) 24.0 28.0 49.9 53.0 32.2 70.3 8.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 24.0 28.0 49.9 53.0 32.2 70.3 8.4 LOS C C D D C E A Approach Delay (s/veh) 27.1 49.9 34.7 52.6 Approach LOS C D C D Queue Length 50th (ft) 47 175 117 2 3 131 3 Queue Length 95th (ft) 84 255 173 12 32 #241 56 Internal Link Dist (ft) 848 653 283 310 Turn Bay Length (ft) 200 Base Capacity (vph) 489 778 658 151 153 415 574 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.42 0.51 0.02 0.15 0.86 0.25 Intersection Summary Area Type: Other Cycle Length: 128 Actuated Cycle Length: 113.1 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay (s/veh): 43.1 Intersection LOS: D Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 12 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 13 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 13 368 332 927 253 384 63 100 292 0 0 0 Future Volume (vph) 13 368 332 927 253 384 63 100 292 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 625 600 200 315 315 0 0 Storage Lanes 1 1 1 1 1 1 0 0 Taper Length (ft) 100 75 100 25 Lane Util. Factor 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3574 1553 3433 1810 1599 1687 1900 1583 0 0 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1805 3574 1553 3433 1810 1599 1687 1900 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 342 396 301 Link Speed (mph) 35 35 30 30 Link Distance (ft) 469 1024 635 261 Travel Time (s) 9.1 19.9 14.4 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 1% 4% 2% 5% 1% 7% 0% 2% 0% 0% 0% Adj. Flow (vph) 13 379 342 956 261 396 65 103 301 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 13 379 342 956 261 396 65 103 301 0 0 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) 36 36 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pm+ov Prot NA Perm Split NA pt+ov Protected Phases 1 6 4 5 2 4 4 4 5 Permitted Phases 6 2 2 Detector Phase 1 6 4 5 2 2 4 4 4 5 Switch Phase Minimum Initial (s) 4.0 10.0 9.0 9.0 15.0 15.0 9.0 9.0 Minimum Split (s) 10.0 16.0 16.0 15.0 21.0 21.0 16.0 16.0 Total Split (s) 10.0 30.0 25.0 50.0 60.0 60.0 25.0 25.0 Total Split (%) 7.5% 22.6% 18.8% 37.6% 45.1% 45.1% 18.8% 18.8% Maximum Green (s) 4.0 24.0 18.0 44.0 54.0 54.0 18.0 18.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.5 All-Red Time (s) 2.0 2.0 3.5 2.0 2.0 2.0 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 7.0 6.0 6.0 6.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None None Min Min None None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 14 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 21% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension (s) 2.0 Recall Mode None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 4.1 13.7 31.6 26.3 44.6 44.6 11.7 11.7 44.2 Actuated g/C Ratio 0.06 0.19 0.44 0.37 0.63 0.63 0.16 0.16 0.62 v/c Ratio 0.12 0.55 0.38 0.75 0.23 0.34 0.23 0.33 0.27 Control Delay (s/veh) 41.3 31.0 3.2 24.2 7.2 1.8 31.3 32.4 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 41.3 31.0 3.2 24.2 7.2 1.8 31.3 32.4 1.4 LOS D C A C A A C C A Approach Delay (s/veh) 18.3 16.0 12.4 Approach LOS B B B Queue Length 50th (ft) 5 77 0 177 38 0 25 40 0 Queue Length 95th (ft) 27 152 47 298 115 38 70 100 25 Internal Link Dist (ft) 389 944 555 181 Turn Bay Length (ft) 100 625 600 200 315 315 Base Capacity (vph) 104 1244 995 2191 1604 1462 440 496 1398 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.13 0.30 0.34 0.44 0.16 0.27 0.15 0.21 0.22 Intersection Summary Area Type: Other Cycle Length: 133 Actuated Cycle Length: 71.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay (s/veh): 16.0 Intersection LOS: B Intersection Capacity Utilization 60.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 16 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 17 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 238 182 248 143 364 110 542 983 242 176 626 618 Future Volume (vph) 238 182 248 143 364 110 542 983 242 176 626 618 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 325 175 0 0 0 0 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length (ft) 50 75 25 25 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3467 3574 1583 3433 3574 1615 3367 3574 1599 3502 3574 1599 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3467 3574 1583 3433 3574 1615 3367 3574 1599 3502 3574 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 137 74 212 123 Link Speed (mph) 35 35 40 40 Link Distance (ft) 1024 746 518 460 Travel Time (s) 19.9 14.5 8.8 7.8 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 1% 1% 2% 2% 1% 0% 4% 1% 1% 0% 1% 1% Adj. Flow (vph) 240 184 251 144 368 111 547 993 244 178 632 624 Shared Lane Traffic (%) Lane Group Flow (vph) 240 184 251 144 368 111 547 993 244 178 632 624 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) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pt+ov Prot NA pt+ov Prot NA custom Prot NA pt+ov Protected Phases 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Permitted Phases 5 Detector Phase 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.6 11.6 11.6 11.6 12.2 12.2 12.2 12.2 Total Split (s) 30.0 50.0 30.0 50.0 30.0 50.0 30.0 50.0 Total Split (%) 18.8% 31.3% 18.8% 31.3% 18.8% 31.3% 18.8% 31.3% Maximum Green (s) 23.4 43.4 23.4 43.4 22.8 42.8 22.8 42.8 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.6 6.6 6.6 6.6 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None Min None None None None 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Existing PM 2025 Existing PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 18 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 13.4 20.7 50.6 9.5 16.8 34.6 23.2 48.8 64.9 10.5 36.1 56.8 Actuated g/C Ratio 0.11 0.18 0.43 0.08 0.14 0.29 0.20 0.42 0.55 0.09 0.31 0.48 v/c Ratio 0.60 0.29 0.33 0.52 0.72 0.21 0.82 0.67 0.24 0.56 0.57 0.74 Control Delay (s/veh) 57.5 43.8 11.6 61.2 57.9 13.7 58.4 32.1 3.8 60.9 37.3 25.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 57.5 43.8 11.6 61.2 57.9 13.7 58.4 32.1 3.8 60.9 37.3 25.6 LOS E D B E E B E C A E D C Approach Delay (s/veh) 36.8 50.8 36.3 35.2 Approach LOS D D D D Queue Length 50th (ft) 91 65 53 54 142 20 205 303 10 67 204 297 Queue Length 95th (ft) 146 105 124 101 220 69 #383 501 60 120 320 492 Internal Link Dist (ft) 944 666 438 380 Turn Bay Length (ft) 250 325 175 Base Capacity (vph) 701 1342 759 695 1342 700 664 1482 1147 691 1323 962 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.14 0.33 0.21 0.27 0.16 0.82 0.67 0.21 0.26 0.48 0.65 Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 117.5 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay (s/veh): 38.0 Intersection LOS: D Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive 1: Clark Street & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 26 100 5 89 65 27 3 29 93 43 51 18 Future Volume (vph) 26 100 5 89 65 27 3 29 93 43 51 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 225 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.995 0.980 0.850 0.978 Flt Protected 0.990 0.976 0.996 0.981 Satd. Flow (prot) 0 1788 0 0 1750 0 0 1729 1509 0 1759 0 Flt Permitted 0.990 0.976 0.996 0.981 Satd. Flow (perm) 0 1788 0 0 1750 0 0 1729 1509 0 1759 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 595 2366 1242 538 Travel Time (s) 13.5 53.8 28.2 12.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 8% 4% 0% 4% 4% 3% 25% 8% 7% 0% 4% 11% Adj. Flow (vph) 28 109 5 97 71 29 3 32 101 47 55 20 Shared Lane Traffic (%) Lane Group Flow (vph) 0 142 0 0 197 0 0 35 101 0 122 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.1% ICU Level of Service A Analysis Period (min) 15 1: Clark Street & Pleasant Valley Road HCM 7th AWSC No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 2 Intersection Intersection Delay, s/veh 9.2 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 100 5 89 65 27 3 29 93 43 51 18 Future Vol, veh/h 26 100 5 89 65 27 3 29 93 43 51 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 8 4 0 4 4 3 25 8 7 0 4 11 Mvmt Flow 28 109 5 97 71 29 3 32 101 47 55 20 Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay, s/veh 9.2 9.6 8.6 9.1 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 0% 20% 49% 38% Vol Thru, % 91% 0% 76% 36% 46% Vol Right, % 0% 100% 4% 15% 16% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 32 93 131 181 112 LT Vol 3 0 26 89 43 Through Vol 29 0 100 65 51 RT Vol 0 93 5 27 18 Lane Flow Rate 35 101 142 197 122 Geometry Grp 5 5 2 2 4a Degree of Util (X) 0.057 0.137 0.195 0.262 0.169 Departure Headway (Hd) 5.93 4.885 4.932 4.792 4.986 Convergence, Y/N Yes Yes Yes Yes Yes Cap 601 730 723 746 715 Service Time 3.691 2.645 2.99 2.844 3.047 HCM Lane V/C Ratio 0.058 0.138 0.196 0.264 0.171 HCM Control Delay, s/veh 9.1 8.4 9.2 9.6 9.1 HCM Lane LOS A A A A A HCM 95th-tile Q 0.2 0.5 0.7 1 0.6 2: Pleasant Valley Road & Wheeler Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 4 254 169 28 69 8 Future Volume (vph) 4 254 169 28 69 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.986 Flt Protected 0.999 0.957 Satd. Flow (prot) 0 1821 1800 0 1769 0 Flt Permitted 0.999 0.957 Satd. Flow (perm) 0 1821 1800 0 1769 0 Link Speed (mph) 35 35 25 Link Distance (ft) 2366 674 719 Travel Time (s) 46.1 13.1 19.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 20% 4% 3% 7% 0% 13% Adj. Flow (vph) 4 282 188 31 77 9 Shared Lane Traffic (%) Lane Group Flow (vph) 0 286 219 0 86 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.5% ICU Level of Service A Analysis Period (min) 15 2: Pleasant Valley Road & Wheeler Road HCM 7th TWSC No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 4 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 254 169 28 69 8 Future Vol, veh/h 4 254 169 28 69 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 20 4 3 7 0 13 Mvmt Flow 4 282 188 31 77 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 219 0 - 0 494 203 Stage 1 - - - - 203 - Stage 2 - - - - 291 - Critical Hdwy 4.3 - - - 6.4 6.33 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.38 - - - 3.5 3.417 Pot Cap-1 Maneuver 1251 - - - 538 810 Stage 1 - - - - 836 - Stage 2 - - - - 763 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1251 - - - 536 810 Mov Cap-2 Maneuver - - - - 536 - Stage 1 - - - - 832 - Stage 2 - - - - 763 - Approach EB WB SB HCM Control Delay, s/v 0.12 0 12.66 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 28 - - - 555 HCM Lane V/C Ratio 0.004 - - - 0.154 HCM Control Delay (s/veh) 7.9 0 - - 12.7 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.5 3: Wheeler Road & Smith Street Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 0 30 3 3 0 20 2 0 0 5 1 Future Volume (vph) 1 0 30 3 3 0 20 2 0 0 5 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. 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 Frt 0.869 0.977 Flt Protected 0.998 0.976 0.956 Satd. Flow (prot) 0 1616 0 0 1854 0 0 1768 0 0 1856 0 Flt Permitted 0.998 0.976 0.956 Satd. Flow (perm) 0 1616 0 0 1854 0 0 1768 0 0 1856 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 597 613 418 399 Travel Time (s) 11.6 11.9 11.4 10.9 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 2% 0% 0% 0% 3% 0% 0% 0% 0% 0% Adj. Flow (vph) 1 0 32 3 3 0 22 2 0 0 5 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 33 0 0 6 0 0 24 0 0 6 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 17.9% ICU Level of Service A Analysis Period (min) 15 3: Wheeler Road & Smith Street HCM 7th TWSC No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 6 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 30 3 3 0 20 2 0 0 5 1 Future Vol, veh/h 1 0 30 3 3 0 20 2 0 0 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 2 0 0 0 3 0 0 0 0 0 Mvmt Flow 1 0 32 3 3 0 22 2 0 0 5 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 3 0 0 32 0 0 31 28 16 13 44 3 Stage 1 - - - - - - 18 18 - 10 10 - Stage 2 - - - - - - 12 10 - 3 34 - Critical Hdwy 4.1 - - 4.1 - - 7.13 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.13 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.13 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.527 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1632 - - 1593 - - 975 869 1069 1009 852 1086 Stage 1 - - - - - - 998 884 - 1017 892 - Stage 2 - - - - - - 1005 892 - 1025 870 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1632 - - 1593 - - 965 867 1069 1004 849 1086 Mov Cap-2 Maneuver - - - - - - 965 867 - 1004 849 - Stage 1 - - - - - - 998 884 - 1015 890 - Stage 2 - - - - - - 996 890 - 1021 870 - Approach EB WB NB SB HCM Control Delay, s/v 0.23 3.63 8.86 9.11 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 955 48 - - 900 - - 881 HCM Lane V/C Ratio 0.025 0.001 - - 0.002 - - 0.007 HCM Control Delay (s/veh) 8.9 7.2 0 - 7.3 0 - 9.1 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 4: Croft Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 330 3 2 191 0 8 0 17 0 0 0 Future Volume (vph) 1 330 3 2 191 0 8 0 17 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.908 Flt Protected 0.950 0.984 Satd. Flow (prot) 0 1843 0 1805 1827 0 0 1698 0 0 1900 0 Flt Permitted 0.950 0.984 Satd. Flow (perm) 0 1843 0 1805 1827 0 0 1698 0 0 1900 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 674 928 347 153 Travel Time (s) 13.1 18.3 9.5 4.2 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 1 371 3 2 215 0 9 0 19 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 375 0 2 215 0 0 28 0 0 0 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) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.3% ICU Level of Service A Analysis Period (min) 15 4: Croft Drive & Pleasant Valley Road HCM 7th TWSC No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 8 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 330 3 2 191 0 8 0 17 0 0 0 Future Vol, veh/h 1 330 3 2 191 0 8 0 17 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 3 0 0 4 0 0 0 0 0 0 0 Mvmt Flow 1 371 3 2 215 0 9 0 19 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 215 0 0 374 0 0 594 594 372 592 596 215 Stage 1 - - - - - - 375 375 - 219 219 - Stage 2 - - - - - - 219 219 - 373 376 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1367 - - 1195 - - 420 421 678 421 420 830 Stage 1 - - - - - - 650 621 - 788 726 - Stage 2 - - - - - - 788 726 - 652 620 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1367 - - 1195 - - 418 420 678 408 419 830 Mov Cap-2 Maneuver - - - - - - 418 420 - 408 419 - Stage 1 - - - - - - 650 620 - 786 724 - Stage 2 - - - - - - 786 724 - 633 619 - Approach EB WB NB SB HCM Control Delay, s/v 0.02 0.08 11.7 0 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 566 5 - - 1195 - - - HCM Lane V/C Ratio 0.05 0.001 - - 0.002 - - - HCM Control Delay (s/veh) 11.7 7.6 0 - 8 - - 0 HCM Lane LOS B A A - A - - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - - 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 30 310 3 8 158 12 0 0 8 70 2 32 Future Volume (vph) 30 310 3 8 158 12 0 0 8 70 2 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 0 2 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.999 0.990 0.850 0.858 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 1687 1861 0 0 3360 0 1900 1272 0 3367 1571 0 Flt Permitted 0.627 0.924 0.950 Satd. Flow (perm) 1113 1861 0 0 3111 0 1900 1272 0 3367 1571 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 587 36 Link Speed (mph) 35 35 30 30 Link Distance (ft) 928 733 363 390 Travel Time (s) 18.1 14.3 8.3 8.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 7% 2% 0% 57% 4% 0% 0% 0% 27% 4% 0% 4% Adj. Flow (vph) 33 344 3 9 176 13 0 0 9 78 2 36 Shared Lane Traffic (%) Lane Group Flow (vph) 33 347 0 0 198 0 0 9 0 78 38 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 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm NA Perm NA Prot NA Protected Phases 1 1 2 2 6 5 5 6 Permitted Phases 1 2 2 6 6 Detector Phase 1 1 2 2 2 6 6 5 5 6 Switch Phase Minimum Initial (s) 8.0 15.0 15.0 8.0 8.0 8.0 Minimum Split (s) 15.0 22.0 22.0 14.5 14.5 14.5 Total Split (s) 30.0 30.0 30.0 20.0 20.0 20.0 Total Split (%) 23.4% 23.4% 23.4% 15.6% 15.6% 15.6% Maximum Green (s) 23.0 23.0 23.0 13.5 13.5 13.5 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 All-Red Time (s) 3.0 3.0 3.0 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min None None None 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 10 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 3.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 22% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode Ped 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 33.2 40.5 15.7 8.3 8.5 19.3 Actuated g/C Ratio 0.35 0.42 0.16 0.09 0.09 0.20 v/c Ratio 0.06 0.44 0.38 0.01 0.26 0.10 Control Delay (s/veh) 19.8 23.6 41.2 0.0 48.4 13.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 19.8 23.6 41.2 0.0 48.4 13.1 LOS B C D A D B Approach Delay (s/veh) 23.3 41.2 36.9 Approach LOS C D D Queue Length 50th (ft) 14 172 63 0 26 1 Queue Length 95th (ft) 33 257 104 0 51 29 Internal Link Dist (ft) 848 653 283 310 Turn Bay Length (ft) 200 Base Capacity (vph) 580 914 781 687 493 423 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.38 0.25 0.01 0.16 0.09 Intersection Summary Area Type: Other Cycle Length: 128 Actuated Cycle Length: 95.5 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay (s/veh): 30.3 Intersection LOS: C Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 12 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 13 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 168 229 702 122 107 71 30 187 0 0 0 Future Volume (vph) 7 168 229 702 122 107 71 30 187 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 625 600 200 315 315 0 0 Storage Lanes 1 1 1 1 1 1 0 0 Taper Length (ft) 100 75 100 25 Lane Util. Factor 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3539 1509 3367 1792 1583 1703 1827 1568 0 0 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1805 3539 1509 3367 1792 1583 1703 1827 1568 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 236 115 193 Link Speed (mph) 35 35 30 30 Link Distance (ft) 469 1024 635 261 Travel Time (s) 9.1 19.9 14.4 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 2% 7% 4% 6% 2% 6% 4% 3% 0% 0% 0% Adj. Flow (vph) 7 173 236 724 126 110 73 31 193 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 7 173 236 724 126 110 73 31 193 0 0 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) 36 36 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pm+ov Prot NA Perm Split NA pt+ov Protected Phases 1 6 4 5 2 4 4 4 5 Permitted Phases 6 2 2 Detector Phase 1 6 4 5 2 2 4 4 4 5 Switch Phase Minimum Initial (s) 4.0 10.0 9.0 9.0 15.0 15.0 9.0 9.0 Minimum Split (s) 10.0 16.0 16.0 15.0 21.0 21.0 16.0 16.0 Total Split (s) 10.0 30.0 25.0 50.0 60.0 60.0 25.0 25.0 Total Split (%) 7.5% 22.6% 18.8% 37.6% 45.1% 45.1% 18.8% 18.8% Maximum Green (s) 4.0 24.0 18.0 44.0 54.0 54.0 18.0 18.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.5 All-Red Time (s) 2.0 2.0 3.5 2.0 2.0 2.0 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 7.0 6.0 6.0 6.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None None Min Min None None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 14 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 21% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension (s) 2.0 Recall Mode None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 4.0 10.2 26.0 17.0 31.5 31.5 9.8 9.8 32.8 Actuated g/C Ratio 0.07 0.18 0.46 0.30 0.56 0.56 0.17 0.17 0.58 v/c Ratio 0.05 0.26 0.28 0.71 0.12 0.11 0.24 0.09 0.19 Control Delay (s/veh) 28.2 22.5 2.8 21.6 7.3 2.3 23.8 21.9 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 28.2 22.5 2.8 21.6 7.3 2.3 23.8 21.9 1.3 LOS C C A C A A C C A Approach Delay (s/veh) 11.5 17.6 9.0 Approach LOS B B A Queue Length 50th (ft) 2 25 0 105 15 0 21 9 0 Queue Length 95th (ft) 14 59 34 170 56 21 58 31 18 Internal Link Dist (ft) 389 944 555 181 Turn Bay Length (ft) 100 625 600 200 315 315 Base Capacity (vph) 130 1528 1017 2666 1780 1573 551 591 1546 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.11 0.23 0.27 0.07 0.07 0.13 0.05 0.12 Intersection Summary Area Type: Other Cycle Length: 133 Actuated Cycle Length: 56.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 14.5 Intersection LOS: B Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 16 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 17 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 130 81 119 85 180 40 276 630 86 52 321 455 Future Volume (vph) 130 81 119 85 180 40 276 630 86 52 321 455 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 325 175 0 0 0 0 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length (ft) 50 75 25 25 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3400 3539 1524 3242 3574 1509 3273 3505 1524 3467 3438 1568 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3400 3539 1524 3242 3574 1509 3273 3505 1524 3467 3438 1568 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 135 87 98 358 Link Speed (mph) 35 35 40 40 Link Distance (ft) 1024 746 518 460 Travel Time (s) 19.9 14.5 8.8 7.8 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 3% 2% 6% 8% 1% 7% 7% 3% 6% 1% 5% 3% Adj. Flow (vph) 148 92 135 97 205 45 314 716 98 59 365 517 Shared Lane Traffic (%) Lane Group Flow (vph) 148 92 135 97 205 45 314 716 98 59 365 517 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) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pt+ov Prot NA pt+ov Prot NA custom Prot NA pt+ov Protected Phases 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Permitted Phases 5 Detector Phase 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.6 11.6 11.6 11.6 12.2 12.2 12.2 12.2 Total Split (s) 35.0 45.0 35.0 45.0 15.0 40.0 15.0 40.0 Total Split (%) 25.9% 33.3% 25.9% 33.3% 11.1% 29.6% 11.1% 29.6% Maximum Green (s) 28.4 38.4 28.4 38.4 7.8 32.8 7.8 32.8 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.6 6.6 6.6 6.6 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None Min None None None None 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings No-Build AM 2030 No-Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 18 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 8.0 10.2 24.9 6.9 9.1 22.5 8.0 22.9 36.6 6.0 17.9 33.2 Actuated g/C Ratio 0.11 0.14 0.35 0.10 0.13 0.32 0.11 0.32 0.51 0.08 0.25 0.47 v/c Ratio 0.38 0.18 0.21 0.30 0.44 0.08 0.85 0.63 0.11 0.20 0.42 0.56 Control Delay (s/veh) 34.5 29.8 5.0 35.3 33.7 1.5 58.1 25.0 2.9 35.3 23.6 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.5 29.8 5.0 35.3 33.7 1.5 58.1 25.0 2.9 35.3 23.6 6.4 LOS C C A D C A E C A D C A Approach Delay (s/veh) 22.8 30.0 32.3 14.9 Approach LOS C C C B Queue Length 50th (ft) 31 18 0 21 44 0 71 147 0 12 70 39 Queue Length 95th (ft) 65 43 36 47 85 6 #172 222 21 33 111 103 Internal Link Dist (ft) 944 666 438 380 Turn Bay Length (ft) 250 325 175 Base Capacity (vph) 1386 1951 888 1321 1970 871 366 1650 1251 388 1619 1275 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.05 0.15 0.07 0.10 0.05 0.86 0.43 0.08 0.15 0.23 0.41 Intersection Summary Area Type: Other Cycle Length: 135 Actuated Cycle Length: 71.2 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay (s/veh): 24.9 Intersection LOS: C Intersection Capacity Utilization 58.0% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive 1: Clark Street & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 33 170 15 154 119 54 13 126 180 30 86 29 Future Volume (vph) 33 170 15 154 119 54 13 126 180 30 86 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 225 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.991 0.978 0.850 0.973 Flt Protected 0.992 0.977 0.995 0.990 Satd. Flow (prot) 0 1847 0 0 1783 0 0 1890 1615 0 1812 0 Flt Permitted 0.992 0.977 0.995 0.990 Satd. Flow (perm) 0 1847 0 0 1783 0 0 1890 1615 0 1812 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 595 2366 1242 538 Travel Time (s) 13.5 53.8 28.2 12.2 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 (%) 1% 1% 3% 2% 2% 1% 0% 0% 0% 0% 1% 2% Adj. Flow (vph) 35 179 16 162 125 57 14 133 189 32 91 31 Shared Lane Traffic (%) Lane Group Flow (vph) 0 230 0 0 344 0 0 147 189 0 154 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 1: Clark Street & Pleasant Valley Road HCM 7th AWSC No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 2 Intersection Intersection Delay, s/veh 12.9 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 33 170 15 154 119 54 13 126 180 30 86 29 Future Vol, veh/h 33 170 15 154 119 54 13 126 180 30 86 29 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, % 1 1 3 2 2 1 0 0 0 0 1 2 Mvmt Flow 35 179 16 162 125 57 14 133 189 32 91 31 Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay, s/veh 12.5 15.5 11.3 11.5 HCM LOS B C B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 0% 15% 47% 21% Vol Thru, % 91% 0% 78% 36% 59% Vol Right, % 0% 100% 7% 17% 20% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 139 180 218 327 145 LT Vol 13 0 33 154 30 Through Vol 126 0 170 119 86 RT Vol 0 180 15 54 29 Lane Flow Rate 146 189 229 344 153 Geometry Grp 5 5 2 2 4a Degree of Util (X) 0.263 0.301 0.376 0.546 0.263 Departure Headway (Hd) 6.474 5.714 5.897 5.709 6.2 Convergence, Y/N Yes Yes Yes Yes Yes Cap 552 625 606 626 574 Service Time 4.251 3.49 3.978 3.781 4.292 HCM Lane V/C Ratio 0.264 0.302 0.378 0.55 0.267 HCM Control Delay, s/veh 11.6 11 12.5 15.5 11.5 HCM Lane LOS B B B C B HCM 95th-tile Q 1 1.3 1.7 3.3 1 2: Pleasant Valley Road & Wheeler Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 5 355 319 68 54 6 Future Volume (vph) 5 355 319 68 54 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.976 0.987 Flt Protected 0.999 0.957 Satd. Flow (prot) 0 1878 1824 0 1784 0 Flt Permitted 0.999 0.957 Satd. Flow (perm) 0 1878 1824 0 1784 0 Link Speed (mph) 35 35 25 Link Distance (ft) 2366 674 719 Travel Time (s) 46.1 13.1 19.6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 8% 1% 2% 0% 0% 6% Adj. Flow (vph) 5 378 339 72 57 6 Shared Lane Traffic (%) Lane Group Flow (vph) 0 383 411 0 63 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 32.7% ICU Level of Service A Analysis Period (min) 15 2: Pleasant Valley Road & Wheeler Road HCM 7th TWSC No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 4 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 355 319 68 54 6 Future Vol, veh/h 5 355 319 68 54 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 8 1 2 0 0 6 Mvmt Flow 5 378 339 72 57 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 412 0 - 0 764 376 Stage 1 - - - - 376 - Stage 2 - - - - 388 - Critical Hdwy 4.18 - - - 6.4 6.26 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.272 - - - 3.5 3.354 Pot Cap-1 Maneuver 1116 - - - 375 662 Stage 1 - - - - 699 - Stage 2 - - - - 690 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1116 - - - 373 662 Mov Cap-2 Maneuver - - - - 373 - Stage 1 - - - - 695 - Stage 2 - - - - 690 - Approach EB WB SB HCM Control Delay, s/v 0.11 0 16.04 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 25 - - - 390 HCM Lane V/C Ratio 0.005 - - - 0.164 HCM Control Delay (s/veh) 8.2 0 - - 16 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0 - - - 0.6 3: Wheeler Road & Smith Street Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 7 27 6 4 0 34 3 3 1 2 4 Future Volume (vph) 4 7 27 6 4 0 34 3 3 1 2 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. 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 Frt 0.905 0.991 0.916 Flt Protected 0.994 0.972 0.958 0.994 Satd. Flow (prot) 0 1709 0 0 1847 0 0 1804 0 0 1730 0 Flt Permitted 0.994 0.972 0.958 0.994 Satd. Flow (perm) 0 1709 0 0 1847 0 0 1804 0 0 1730 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 597 613 418 399 Travel Time (s) 11.6 11.9 11.4 10.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 5 8 31 7 5 0 39 3 3 1 2 5 Shared Lane Traffic (%) Lane Group Flow (vph) 0 44 0 0 12 0 0 45 0 0 8 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.9% ICU Level of Service A Analysis Period (min) 15 3: Wheeler Road & Smith Street HCM 7th TWSC No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 6 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 7 27 6 4 0 34 3 3 1 2 4 Future Vol, veh/h 4 7 27 6 4 0 34 3 3 1 2 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 5 8 31 7 5 0 39 3 3 1 2 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 0 0 39 0 0 52 51 23 37 66 5 Stage 1 - - - - - - 32 32 - 18 18 - Stage 2 - - - - - - 19 18 - 19 48 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1630 - - 1584 - - 952 845 1059 974 829 1085 Stage 1 - - - - - - 989 872 - 1006 884 - Stage 2 - - - - - - 1005 884 - 1006 859 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1630 - - 1584 - - 939 839 1059 960 823 1085 Mov Cap-2 Maneuver - - - - - - 939 839 - 960 823 - Stage 1 - - - - - - 986 870 - 1002 880 - Stage 2 - - - - - - 994 880 - 995 857 - Approach EB WB NB SB HCM Control Delay, s/v 0.76 4.37 9.03 8.71 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 939 164 - - 1080 - - 978 HCM Lane V/C Ratio 0.048 0.003 - - 0.004 - - 0.008 HCM Control Delay (s/veh) 9 7.2 0 - 7.3 0 - 8.7 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 4: Croft Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 406 6 18 382 0 5 0 8 0 2 1 Future Volume (vph) 2 406 6 18 382 0 5 0 8 0 2 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.998 0.913 0.955 Flt Protected 0.950 0.982 Satd. Flow (prot) 0 1878 0 1805 1863 0 0 1703 0 0 1814 0 Flt Permitted 0.950 0.982 Satd. Flow (perm) 0 1878 0 1805 1863 0 0 1703 0 0 1814 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 674 928 347 153 Travel Time (s) 13.1 18.3 9.5 4.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 2 441 7 20 415 0 5 0 9 0 2 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 450 0 20 415 0 0 14 0 0 3 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) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 4: Croft Drive & Pleasant Valley Road HCM 7th TWSC No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 8 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 406 6 18 382 0 5 0 8 0 2 1 Future Vol, veh/h 2 406 6 18 382 0 5 0 8 0 2 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 1 0 0 2 0 0 0 0 0 0 0 Mvmt Flow 2 441 7 20 415 0 5 0 9 0 2 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 415 0 0 448 0 0 904 903 445 900 907 415 Stage 1 - - - - - - 449 449 - 454 454 - Stage 2 - - - - - - 455 454 - 446 452 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1155 - - 1123 - - 260 279 618 262 278 642 Stage 1 - - - - - - 593 576 - 589 573 - Stage 2 - - - - - - 588 573 - 596 574 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1155 - - 1123 - - 252 274 618 253 272 642 Mov Cap-2 Maneuver - - - - - - 252 274 - 253 272 - Stage 1 - - - - - - 592 574 - 579 563 - Stage 2 - - - - - - 575 563 - 586 572 - Approach EB WB NB SB HCM Control Delay, s/v 0.04 0.37 14.41 15.79 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 397 9 - - 1123 - - 337 HCM Lane V/C Ratio 0.036 0.002 - - 0.017 - - 0.01 HCM Control Delay (s/veh) 14.4 8.1 0 - 8.3 - - 15.8 HCM Lane LOS B A A - A - - C HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 97 316 1 8 260 57 3 5 18 344 5 133 Future Volume (vph) 97 316 1 8 260 57 3 5 18 344 5 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 0 2 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.974 0.880 0.855 Flt Protected 0.950 0.999 0.950 0.950 Satd. Flow (prot) 1787 1881 0 0 3367 0 1805 1137 0 3467 1605 0 Flt Permitted 0.417 0.938 0.662 0.950 Satd. Flow (perm) 784 1881 0 0 3161 0 1258 1137 0 3467 1605 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 17 20 145 Link Speed (mph) 35 35 30 30 Link Distance (ft) 928 733 363 390 Travel Time (s) 18.1 14.3 8.3 8.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 1% 1% 0% 87% 2% 3% 0% 19% 54% 1% 8% 1% Adj. Flow (vph) 105 343 1 9 283 62 3 5 20 374 5 145 Shared Lane Traffic (%) Lane Group Flow (vph) 105 344 0 0 354 0 3 25 0 374 150 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 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm NA Perm NA Prot NA Protected Phases 1 1 2 2 6 5 5 6 Permitted Phases 1 2 2 6 6 Detector Phase 1 1 2 2 2 6 6 5 5 6 Switch Phase Minimum Initial (s) 8.0 15.0 15.0 8.0 8.0 8.0 Minimum Split (s) 15.0 22.0 22.0 14.5 14.5 14.5 Total Split (s) 30.0 30.0 30.0 20.0 20.0 20.0 Total Split (%) 23.4% 23.4% 23.4% 15.6% 15.6% 15.6% Maximum Green (s) 23.0 23.0 23.0 13.5 13.5 13.5 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 All-Red Time (s) 3.0 3.0 3.0 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min None None None 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 10 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 3.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 22% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode Ped 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 37.2 44.2 18.0 8.2 8.2 13.6 28.2 Actuated g/C Ratio 0.33 0.39 0.16 0.07 0.07 0.12 0.25 v/c Ratio 0.24 0.47 0.69 0.03 0.25 0.90 0.29 Control Delay (s/veh) 24.0 28.2 51.2 53.6 31.7 77.4 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 24.0 28.2 51.2 53.6 31.7 77.4 8.3 LOS C C D D C E A Approach Delay (s/veh) 27.3 51.2 34.1 57.6 Approach LOS C D C E Queue Length 50th (ft) 49 186 125 2 4 141 3 Queue Length 95th (ft) 87 270 182 12 33 #257 57 Internal Link Dist (ft) 848 653 283 310 Turn Bay Length (ft) 200 Base Capacity (vph) 481 796 653 149 152 411 575 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.43 0.54 0.02 0.16 0.91 0.26 Intersection Summary Area Type: Other Cycle Length: 128 Actuated Cycle Length: 114.1 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay (s/veh): 45.4 Intersection LOS: D Intersection Capacity Utilization 62.8% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 12 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 13 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 386 349 973 266 403 66 105 307 0 0 0 Future Volume (vph) 14 386 349 973 266 403 66 105 307 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 625 600 200 315 315 0 0 Storage Lanes 1 1 1 1 1 1 0 0 Taper Length (ft) 100 75 100 25 Lane Util. Factor 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3574 1553 3433 1810 1599 1687 1900 1583 0 0 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1805 3574 1553 3433 1810 1599 1687 1900 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 360 415 316 Link Speed (mph) 35 35 30 30 Link Distance (ft) 469 1024 635 261 Travel Time (s) 9.1 19.9 14.4 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 1% 4% 2% 5% 1% 7% 0% 2% 0% 0% 0% Adj. Flow (vph) 14 398 360 1003 274 415 68 108 316 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 14 398 360 1003 274 415 68 108 316 0 0 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) 36 36 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pm+ov Prot NA Perm Split NA pt+ov Protected Phases 1 6 4 5 2 4 4 4 5 Permitted Phases 6 2 2 Detector Phase 1 6 4 5 2 2 4 4 4 5 Switch Phase Minimum Initial (s) 4.0 10.0 9.0 9.0 15.0 15.0 9.0 9.0 Minimum Split (s) 10.0 16.0 16.0 15.0 21.0 21.0 16.0 16.0 Total Split (s) 10.0 30.0 25.0 50.0 60.0 60.0 25.0 25.0 Total Split (%) 7.5% 22.6% 18.8% 37.6% 45.1% 45.1% 18.8% 18.8% Maximum Green (s) 4.0 24.0 18.0 44.0 54.0 54.0 18.0 18.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.5 All-Red Time (s) 2.0 2.0 3.5 2.0 2.0 2.0 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 7.0 6.0 6.0 6.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None None Min Min None None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 14 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 21% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension (s) 2.0 Recall Mode None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 4.1 14.3 32.5 29.0 47.9 47.9 12.1 12.1 47.3 Actuated g/C Ratio 0.05 0.19 0.43 0.39 0.64 0.64 0.16 0.16 0.63 v/c Ratio 0.14 0.58 0.41 0.75 0.23 0.35 0.25 0.35 0.28 Control Delay (s/veh) 44.2 33.2 3.4 24.4 7.1 1.7 33.3 34.5 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 44.2 33.2 3.4 24.4 7.1 1.7 33.3 34.5 1.3 LOS D C A C A A C C A Approach Delay (s/veh) 19.5 16.1 13.1 Approach LOS B B B Queue Length 50th (ft) 6 86 0 196 42 0 28 44 0 Queue Length 95th (ft) 29 166 50 323 122 38 75 108 25 Internal Link Dist (ft) 389 944 555 181 Turn Bay Length (ft) 100 625 600 200 315 315 Base Capacity (vph) 99 1185 982 2086 1553 1431 419 472 1356 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.34 0.37 0.48 0.18 0.29 0.16 0.23 0.23 Intersection Summary Area Type: Other Cycle Length: 133 Actuated Cycle Length: 75 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay (s/veh): 16.5 Intersection LOS: B Intersection Capacity Utilization 61.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 16 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 17 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 250 191 260 150 382 116 569 1032 254 185 657 649 Future Volume (vph) 250 191 260 150 382 116 569 1032 254 185 657 649 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 325 175 0 0 0 0 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length (ft) 50 75 25 25 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3467 3574 1583 3433 3574 1615 3367 3574 1599 3502 3574 1599 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3467 3574 1583 3433 3574 1615 3367 3574 1599 3502 3574 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 125 74 213 112 Link Speed (mph) 35 35 40 40 Link Distance (ft) 1024 746 518 460 Travel Time (s) 19.9 14.5 8.8 7.8 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 1% 1% 2% 2% 1% 0% 4% 1% 1% 0% 1% 1% Adj. Flow (vph) 253 193 263 152 386 117 575 1042 257 187 664 656 Shared Lane Traffic (%) Lane Group Flow (vph) 253 193 263 152 386 117 575 1042 257 187 664 656 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) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pt+ov Prot NA pt+ov Prot NA custom Prot NA pt+ov Protected Phases 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Permitted Phases 5 Detector Phase 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.6 11.6 11.6 11.6 12.2 12.2 12.2 12.2 Total Split (s) 30.0 50.0 30.0 50.0 30.0 50.0 30.0 50.0 Total Split (%) 18.8% 31.3% 18.8% 31.3% 18.8% 31.3% 18.8% 31.3% Maximum Green (s) 23.4 43.4 23.4 43.4 22.8 42.8 22.8 42.8 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.6 6.6 6.6 6.6 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None Min None None None None 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings No-Build PM 2030 No-Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 18 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 14.1 22.0 51.8 9.9 17.8 36.1 23.2 50.3 66.9 11.0 38.2 59.5 Actuated g/C Ratio 0.12 0.18 0.43 0.08 0.15 0.30 0.19 0.42 0.55 0.09 0.32 0.49 v/c Ratio 0.62 0.29 0.35 0.54 0.73 0.21 0.89 0.70 0.26 0.59 0.59 0.77 Control Delay (s/veh) 59.5 44.6 13.7 63.3 59.4 14.7 66.8 34.0 4.3 62.9 38.1 28.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 59.5 44.6 13.7 63.3 59.4 14.7 66.8 34.0 4.3 62.9 38.1 28.3 LOS E D B E E B E C A E D C Approach Delay (s/veh) 38.5 52.4 40.1 37.0 Approach LOS D D D D Queue Length 50th (ft) 102 72 72 61 158 25 237 342 15 75 224 345 Queue Length 95th (ft) 154 110 143 107 231 74 #419 547 68 126 344 556 Internal Link Dist (ft) 944 666 438 380 Turn Bay Length (ft) 250 325 175 Base Capacity (vph) 679 1299 748 673 1299 692 643 1484 1137 668 1281 961 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.15 0.35 0.23 0.30 0.17 0.89 0.70 0.23 0.28 0.52 0.68 Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 121.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay (s/veh): 40.5 Intersection LOS: D Intersection Capacity Utilization 84.0% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive 1: Clark Street & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 26 103 5 96 72 27 3 29 96 43 51 18 Future Volume (vph) 26 103 5 96 72 27 3 29 96 43 51 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 225 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.995 0.981 0.850 0.978 Flt Protected 0.990 0.976 0.996 0.981 Satd. Flow (prot) 0 1789 0 0 1752 0 0 1729 1509 0 1759 0 Flt Permitted 0.990 0.976 0.996 0.981 Satd. Flow (perm) 0 1789 0 0 1752 0 0 1729 1509 0 1759 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 595 2366 1242 538 Travel Time (s) 13.5 53.8 28.2 12.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 8% 4% 0% 4% 4% 3% 25% 8% 7% 0% 4% 11% Adj. Flow (vph) 28 112 5 104 78 29 3 32 104 47 55 20 Shared Lane Traffic (%) Lane Group Flow (vph) 0 145 0 0 211 0 0 35 104 0 122 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 36.9% ICU Level of Service A Analysis Period (min) 15 1: Clark Street & Pleasant Valley Road HCM 7th AWSC Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 2 Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 103 5 96 72 27 3 29 96 43 51 18 Future Vol, veh/h 26 103 5 96 72 27 3 29 96 43 51 18 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 8 4 0 4 4 3 25 8 7 0 4 11 Mvmt Flow 28 112 5 104 78 29 3 32 104 47 55 20 Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay, s/veh 9.3 9.8 8.6 9.2 HCM LOS A A A A Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 0% 19% 49% 38% Vol Thru, % 91% 0% 77% 37% 46% Vol Right, % 0% 100% 4% 14% 16% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 32 96 134 195 112 LT Vol 3 0 26 96 43 Through Vol 29 0 103 72 51 RT Vol 0 96 5 27 18 Lane Flow Rate 35 104 146 212 122 Geometry Grp 5 5 2 2 4a Degree of Util (X) 0.058 0.143 0.201 0.284 0.17 Departure Headway (Hd) 5.98 4.934 4.965 4.816 5.041 Convergence, Y/N Yes Yes Yes Yes Yes Cap 596 721 718 742 706 Service Time 3.747 2.7 3.027 2.872 3.109 HCM Lane V/C Ratio 0.059 0.144 0.203 0.286 0.173 HCM Control Delay, s/veh 9.1 8.5 9.3 9.8 9.2 HCM Lane LOS A A A A A HCM 95th-tile Q 0.2 0.5 0.7 1.2 0.6 2: Pleasant Valley Road & Wheeler Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 5 260 180 28 69 10 Future Volume (vph) 5 260 180 28 69 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.982 0.983 Flt Protected 0.999 0.958 Satd. Flow (prot) 0 1819 1802 0 1761 0 Flt Permitted 0.999 0.958 Satd. Flow (perm) 0 1819 1802 0 1761 0 Link Speed (mph) 35 35 25 Link Distance (ft) 2366 674 640 Travel Time (s) 46.1 13.1 19.6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 20% 4% 3% 7% 0% 13% Adj. Flow (vph) 6 289 200 31 77 11 Shared Lane Traffic (%) Lane Group Flow (vph) 0 295 231 0 88 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 28.8% ICU Level of Service A Analysis Period (min) 15 2: Pleasant Valley Road & Wheeler Road HCM 7th TWSC Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 4 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 260 180 28 69 10 Future Vol, veh/h 5 260 180 28 69 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 20 4 3 7 0 13 Mvmt Flow 6 289 200 31 77 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 231 0 - 0 516 216 Stage 1 - - - - 216 - Stage 2 - - - - 300 - Critical Hdwy 4.3 - - - 6.4 6.33 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.38 - - - 3.5 3.417 Pot Cap-1 Maneuver 1238 - - - 523 797 Stage 1 - - - - 825 - Stage 2 - - - - 756 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1238 - - - 520 797 Mov Cap-2 Maneuver - - - - 520 - Stage 1 - - - - 821 - Stage 2 - - - - 756 - Approach EB WB SB HCM Control Delay, s/v 0.15 0 12.88 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 34 - - - 544 HCM Lane V/C Ratio 0.004 - - - 0.161 HCM Control Delay (s/veh) 7.9 0 - - 12.9 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.6 3: Wheeler Road & Smith Street Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 0 33 3 3 0 27 2 0 0 5 1 Future Volume (vph) 1 0 33 3 3 0 27 2 0 0 5 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. 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 Frt 0.869 0.977 Flt Protected 0.999 0.976 0.955 Satd. Flow (prot) 0 1618 0 0 1854 0 0 1765 0 0 1856 0 Flt Permitted 0.999 0.976 0.955 Satd. Flow (perm) 0 1618 0 0 1854 0 0 1765 0 0 1856 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 597 613 582 399 Travel Time (s) 11.6 11.9 11.4 10.9 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 2% 0% 0% 0% 3% 0% 0% 0% 0% 0% Adj. Flow (vph) 1 0 35 3 3 0 29 2 0 0 5 1 Shared Lane Traffic (%) Lane Group Flow (vph) 0 36 0 0 6 0 0 31 0 0 6 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.3% ICU Level of Service A Analysis Period (min) 15 3: Wheeler Road & Smith Street HCM 7th TWSC Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 6 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 33 3 3 0 27 2 0 0 5 1 Future Vol, veh/h 1 0 33 3 3 0 27 2 0 0 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 2 0 0 0 3 0 0 0 0 0 Mvmt Flow 1 0 35 3 3 0 29 2 0 0 5 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 3 0 0 35 0 0 32 30 18 13 47 3 Stage 1 - - - - - - 20 20 - 10 10 - Stage 2 - - - - - - 12 10 - 3 38 - Critical Hdwy 4.1 - - 4.1 - - 7.13 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.13 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.13 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.527 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1632 - - 1589 - - 973 867 1067 1009 848 1086 Stage 1 - - - - - - 996 883 - 1017 892 - Stage 2 - - - - - - 1005 892 - 1025 868 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1632 - - 1589 - - 963 865 1067 1004 846 1086 Mov Cap-2 Maneuver - - - - - - 963 865 - 1004 846 - Stage 1 - - - - - - 996 882 - 1015 890 - Stage 2 - - - - - - 996 890 - 1021 867 - Approach EB WB NB SB HCM Control Delay, s/v 0.21 3.64 8.89 9.13 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 956 44 - - 900 - - 878 HCM Lane V/C Ratio 0.033 0.001 - - 0.002 - - 0.007 HCM Control Delay (s/veh) 8.9 7.2 0 - 7.3 0 - 9.1 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 4: Croft Drive/South Site Driveway & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 330 3 2 191 13 8 0 17 25 0 11 Future Volume (vph) 8 330 3 2 191 13 8 0 17 25 0 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.999 0.990 0.908 0.959 Flt Protected 0.999 0.950 0.984 0.966 Satd. Flow (prot) 0 1843 0 1805 1813 0 0 1698 0 0 1760 0 Flt Permitted 0.999 0.950 0.984 0.966 Satd. Flow (perm) 0 1843 0 1805 1813 0 0 1698 0 0 1760 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 674 928 347 340 Travel Time (s) 13.1 18.3 9.5 4.2 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 0% 3% 0% 0% 4% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 9 371 3 2 215 15 9 0 19 28 0 12 Shared Lane Traffic (%) Lane Group Flow (vph) 0 383 0 2 230 0 0 28 0 0 40 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) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 34.7% ICU Level of Service A Analysis Period (min) 15 4: Croft Drive/South Site Driveway & Pleasant Valley Road HCM 7th TWSC Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 8 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 8 330 3 2 191 13 8 0 17 25 0 11 Future Vol, veh/h 8 330 3 2 191 13 8 0 17 25 0 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 3 0 0 4 0 0 0 0 0 0 0 Mvmt Flow 9 371 3 2 215 15 9 0 19 28 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 229 0 0 374 0 0 610 624 372 615 619 222 Stage 1 - - - - - - 390 390 - 226 226 - Stage 2 - - - - - - 219 234 - 389 392 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1351 - - 1195 - - 410 404 678 406 407 823 Stage 1 - - - - - - 638 611 - 781 720 - Stage 2 - - - - - - 788 715 - 639 610 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1351 - - 1195 - - 399 400 678 391 403 823 Mov Cap-2 Maneuver - - - - - - 399 400 - 391 403 - Stage 1 - - - - - - 633 606 - 779 719 - Stage 2 - - - - - - 775 714 - 616 605 - Approach EB WB NB SB HCM Control Delay, s/v 0.18 0.08 11.84 13.47 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 554 42 - - 1195 - - 465 HCM Lane V/C Ratio 0.051 0.007 - - 0.002 - - 0.087 HCM Control Delay (s/veh) 11.8 7.7 0 - 8 - - 13.5 HCM Lane LOS B A A - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 30 335 3 8 171 12 0 0 8 70 2 32 Future Volume (vph) 30 335 3 8 171 12 0 0 8 70 2 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 0 2 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.999 0.991 0.850 0.858 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 1687 1861 0 0 3368 0 1900 1272 0 3367 1571 0 Flt Permitted 0.619 0.924 0.950 Satd. Flow (perm) 1099 1861 0 0 3118 0 1900 1272 0 3367 1571 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 5 569 36 Link Speed (mph) 35 35 30 30 Link Distance (ft) 928 733 363 390 Travel Time (s) 18.1 14.3 8.3 8.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 7% 2% 0% 57% 4% 0% 0% 0% 27% 4% 0% 4% Adj. Flow (vph) 33 372 3 9 190 13 0 0 9 78 2 36 Shared Lane Traffic (%) Lane Group Flow (vph) 33 375 0 0 212 0 0 9 0 78 38 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 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm NA Perm NA Prot NA Protected Phases 1 1 2 2 6 5 5 6 Permitted Phases 1 2 2 6 6 Detector Phase 1 1 2 2 2 6 6 5 5 6 Switch Phase Minimum Initial (s) 8.0 15.0 15.0 8.0 8.0 8.0 Minimum Split (s) 15.0 22.0 22.0 14.5 14.5 14.5 Total Split (s) 30.0 30.0 30.0 20.0 20.0 20.0 Total Split (%) 23.4% 23.4% 23.4% 15.6% 15.6% 15.6% Maximum Green (s) 23.0 23.0 23.0 13.5 13.5 13.5 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 All-Red Time (s) 3.0 3.0 3.0 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min None None None 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 10 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 3.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 22% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode Ped 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 34.2 41.5 15.8 8.3 8.5 19.3 Actuated g/C Ratio 0.35 0.43 0.16 0.09 0.09 0.20 v/c Ratio 0.06 0.46 0.41 0.01 0.26 0.11 Control Delay (s/veh) 19.6 24.0 41.9 0.0 48.9 13.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 19.6 24.0 41.9 0.0 48.9 13.3 LOS B C D A D B Approach Delay (s/veh) 23.7 42.0 37.3 Approach LOS C D D Queue Length 50th (ft) 14 189 69 0 26 1 Queue Length 95th (ft) 34 280 111 0 52 29 Internal Link Dist (ft) 848 653 283 310 Turn Bay Length (ft) 200 Base Capacity (vph) 575 932 774 671 488 419 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.40 0.27 0.01 0.16 0.09 Intersection Summary Area Type: Other Cycle Length: 128 Actuated Cycle Length: 96.5 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay (s/veh): 30.7 Intersection LOS: C Intersection Capacity Utilization 44.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 12 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 13 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 182 240 702 129 107 77 30 187 0 0 0 Future Volume (vph) 7 182 240 702 129 107 77 30 187 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 625 600 200 315 315 0 0 Storage Lanes 1 1 1 1 1 1 0 0 Taper Length (ft) 100 75 100 25 Lane Util. Factor 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3539 1509 3367 1792 1583 1703 1827 1568 0 0 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1805 3539 1509 3367 1792 1583 1703 1827 1568 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 247 115 193 Link Speed (mph) 35 35 30 30 Link Distance (ft) 469 1024 635 261 Travel Time (s) 9.1 19.9 14.4 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 2% 7% 4% 6% 2% 6% 4% 3% 0% 0% 0% Adj. Flow (vph) 7 188 247 724 133 110 79 31 193 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 7 188 247 724 133 110 79 31 193 0 0 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) 36 36 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pm+ov Prot NA Perm Split NA pt+ov Protected Phases 1 6 4 5 2 4 4 4 5 Permitted Phases 6 2 2 Detector Phase 1 6 4 5 2 2 4 4 4 5 Switch Phase Minimum Initial (s) 4.0 10.0 9.0 9.0 15.0 15.0 9.0 9.0 Minimum Split (s) 10.0 16.0 16.0 15.0 21.0 21.0 16.0 16.0 Total Split (s) 10.0 30.0 25.0 50.0 60.0 60.0 25.0 25.0 Total Split (%) 7.5% 22.6% 18.8% 37.6% 45.1% 45.1% 18.8% 18.8% Maximum Green (s) 4.0 24.0 18.0 44.0 54.0 54.0 18.0 18.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.5 All-Red Time (s) 2.0 2.0 3.5 2.0 2.0 2.0 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 7.0 6.0 6.0 6.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None None Min Min None None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 14 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 21% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension (s) 2.0 Recall Mode None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 4.0 10.3 26.3 17.2 31.9 31.9 9.9 9.9 33.2 Actuated g/C Ratio 0.07 0.18 0.46 0.30 0.56 0.56 0.17 0.17 0.59 v/c Ratio 0.05 0.29 0.29 0.70 0.13 0.11 0.26 0.09 0.19 Control Delay (s/veh) 28.8 22.9 2.8 21.7 7.4 2.3 24.2 22.1 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 28.8 22.9 2.8 21.7 7.4 2.3 24.2 22.1 1.3 LOS C C A C A A C C A Approach Delay (s/veh) 11.8 17.5 9.5 Approach LOS B B A Queue Length 50th (ft) 2 27 0 105 16 0 22 9 0 Queue Length 95th (ft) 14 64 35 173 59 22 63 31 18 Internal Link Dist (ft) 389 944 555 181 Turn Bay Length (ft) 100 625 600 200 315 315 Base Capacity (vph) 128 1517 1017 2646 1772 1567 547 587 1541 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.12 0.24 0.27 0.08 0.07 0.14 0.05 0.13 Intersection Summary Area Type: Other Cycle Length: 133 Actuated Cycle Length: 56.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay (s/veh): 14.6 Intersection LOS: B Intersection Capacity Utilization 51.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 16 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 17 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 135 86 124 85 182 40 278 630 86 52 321 457 Future Volume (vph) 135 86 124 85 182 40 278 630 86 52 321 457 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 325 175 0 0 0 0 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length (ft) 50 75 25 25 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3400 3539 1524 3242 3574 1509 3273 3505 1524 3467 3438 1568 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3400 3539 1524 3242 3574 1509 3273 3505 1524 3467 3438 1568 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 141 87 98 355 Link Speed (mph) 35 35 40 40 Link Distance (ft) 1024 746 518 460 Travel Time (s) 19.9 14.5 8.8 7.8 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 3% 2% 6% 8% 1% 7% 7% 3% 6% 1% 5% 3% Adj. Flow (vph) 153 98 141 97 207 45 316 716 98 59 365 519 Shared Lane Traffic (%) Lane Group Flow (vph) 153 98 141 97 207 45 316 716 98 59 365 519 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) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pt+ov Prot NA pt+ov Prot NA custom Prot NA pt+ov Protected Phases 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Permitted Phases 5 Detector Phase 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.6 11.6 11.6 11.6 12.2 12.2 12.2 12.2 Total Split (s) 35.0 45.0 35.0 45.0 15.0 40.0 15.0 40.0 Total Split (%) 25.9% 33.3% 25.9% 33.3% 11.1% 29.6% 11.1% 29.6% Maximum Green (s) 28.4 38.4 28.4 38.4 7.8 32.8 7.8 32.8 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.6 6.6 6.6 6.6 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None Min None None None None 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 18 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 8.1 10.4 25.1 6.9 9.2 22.5 8.0 23.0 36.7 6.0 18.0 33.4 Actuated g/C Ratio 0.11 0.15 0.35 0.10 0.13 0.32 0.11 0.32 0.51 0.08 0.25 0.47 v/c Ratio 0.39 0.19 0.22 0.30 0.45 0.08 0.86 0.63 0.11 0.20 0.42 0.56 Control Delay (s/veh) 34.6 29.9 4.9 35.5 33.9 1.5 59.3 25.0 2.9 35.4 23.7 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.6 29.9 4.9 35.5 33.9 1.5 59.3 25.0 2.9 35.4 23.7 6.5 LOS C C A D C A E C A D C A Approach Delay (s/veh) 22.8 30.2 32.7 15.0 Approach LOS C C C B Queue Length 50th (ft) 32 20 0 21 45 0 72 147 0 12 70 40 Queue Length 95th (ft) 67 45 36 47 86 6 #174 222 22 33 111 105 Internal Link Dist (ft) 944 666 438 380 Turn Bay Length (ft) 250 325 175 Base Capacity (vph) 1381 1944 888 1317 1963 868 365 1644 1249 386 1613 1272 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.05 0.16 0.07 0.11 0.05 0.87 0.44 0.08 0.15 0.23 0.41 Intersection Summary Area Type: Other Cycle Length: 135 Actuated Cycle Length: 71.4 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay (s/veh): 25.1 Intersection LOS: C Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive 8: Wheeler Road & West Site Driveway Lanes, Volumes, Timings Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 19 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 2 7 32 1 3 38 Future Volume (vph) 2 7 32 1 3 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.892 0.996 Flt Protected 0.990 0.997 Satd. Flow (prot) 1645 0 1855 0 0 1857 Flt Permitted 0.990 0.997 Satd. Flow (perm) 1645 0 1855 0 0 1857 Link Speed (mph) 30 25 30 Link Distance (ft) 305 145 582 Travel Time (s) 6.9 4.0 13.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 8 35 1 3 41 Shared Lane Traffic (%) Lane Group Flow (vph) 10 0 36 0 0 44 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 14.5% ICU Level of Service A Analysis Period (min) 15 8: Wheeler Road & West Site Driveway HCM 7th TWSC Build AM 2030 Build AM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 20 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 7 32 1 3 38 Future Vol, veh/h 2 7 32 1 3 38 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 8 35 1 3 41 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 83 35 0 0 36 0 Stage 1 35 - - - - - Stage 2 48 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 919 1037 - - 1575 - Stage 1 987 - - - - - Stage 2 975 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 917 1037 - - 1575 - Mov Cap-2 Maneuver 917 - - - - - Stage 1 987 - - - - - Stage 2 973 - - - - - Approach WB NB SB HCM Control Delay, s/v 8.61 0 0.53 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1008 132 - HCM Lane V/C Ratio - - 0.01 0.002 - HCM Control Delay (s/veh) - - 8.6 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - 1: Clark Street & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 33 177 15 159 124 54 13 126 187 30 86 29 Future Volume (vph) 33 177 15 159 124 54 13 126 187 30 86 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 0 225 0 0 Storage Lanes 0 0 0 0 0 1 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.991 0.978 0.850 0.973 Flt Protected 0.993 0.977 0.995 0.990 Satd. Flow (prot) 0 1849 0 0 1783 0 0 1890 1615 0 1812 0 Flt Permitted 0.993 0.977 0.995 0.990 Satd. Flow (perm) 0 1849 0 0 1783 0 0 1890 1615 0 1812 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 595 2366 1242 538 Travel Time (s) 13.5 53.8 28.2 12.2 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 (%) 1% 1% 3% 2% 2% 1% 0% 0% 0% 0% 1% 2% Adj. Flow (vph) 35 186 16 167 131 57 14 133 197 32 91 31 Shared Lane Traffic (%) Lane Group Flow (vph) 0 237 0 0 355 0 0 147 197 0 154 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 59.3% ICU Level of Service B Analysis Period (min) 15 1: Clark Street & Pleasant Valley Road HCM 7th AWSC Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 2 Intersection Intersection Delay, s/veh 13.4 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 33 177 15 159 124 54 13 126 187 30 86 29 Future Vol, veh/h 33 177 15 159 124 54 13 126 187 30 86 29 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, % 1 1 3 2 2 1 0 0 0 0 1 2 Mvmt Flow 35 186 16 167 131 57 14 133 197 32 91 31 Number of Lanes 0 1 0 0 1 0 0 1 1 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 1 1 1 HCM Control Delay, s/veh 12.9 16.3 11.5 11.7 HCM LOS B C B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 0% 15% 47% 21% Vol Thru, % 91% 0% 79% 37% 59% Vol Right, % 0% 100% 7% 16% 20% Sign Control Stop Stop Stop Stop Stop Traffic Vol by Lane 139 187 225 337 145 LT Vol 13 0 33 159 30 Through Vol 126 0 177 124 86 RT Vol 0 187 15 54 29 Lane Flow Rate 146 197 237 355 153 Geometry Grp 5 5 2 2 4a Degree of Util (X) 0.266 0.316 0.392 0.568 0.271 Departure Headway (Hd) 6.543 5.782 5.955 5.762 6.391 Convergence, Y/N Yes Yes Yes Yes Yes Cap 544 616 599 621 566 Service Time 4.333 3.571 4.052 3.848 4.391 HCM Lane V/C Ratio 0.268 0.32 0.396 0.572 0.27 HCM Control Delay, s/veh 11.7 11.3 12.9 16.3 11.7 HCM Lane LOS B B B C B HCM 95th-tile Q 1.1 1.4 1.9 3.6 1.1 2: Pleasant Valley Road & Wheeler Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 7 367 327 68 54 8 Future Volume (vph) 7 367 327 68 54 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.977 0.982 Flt Protected 0.999 0.959 Satd. Flow (prot) 0 1877 1826 0 1775 0 Flt Permitted 0.999 0.959 Satd. Flow (perm) 0 1877 1826 0 1775 0 Link Speed (mph) 35 35 25 Link Distance (ft) 2366 674 628 Travel Time (s) 46.1 13.1 19.6 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 8% 1% 2% 0% 0% 6% Adj. Flow (vph) 7 390 348 72 57 9 Shared Lane Traffic (%) Lane Group Flow (vph) 0 397 420 0 66 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 0 0 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.1% ICU Level of Service A Analysis Period (min) 15 2: Pleasant Valley Road & Wheeler Road HCM 7th TWSC Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 4 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 7 367 327 68 54 8 Future Vol, veh/h 7 367 327 68 54 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 8 1 2 0 0 6 Mvmt Flow 7 390 348 72 57 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 420 0 - 0 789 384 Stage 1 - - - - 384 - Stage 2 - - - - 405 - Critical Hdwy 4.18 - - - 6.4 6.26 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy 2.272 - - - 3.5 3.354 Pot Cap-1 Maneuver 1107 - - - 362 655 Stage 1 - - - - 693 - Stage 2 - - - - 678 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1107 - - - 359 655 Mov Cap-2 Maneuver - - - - 359 - Stage 1 - - - - 687 - Stage 2 - - - - 678 - Approach EB WB SB HCM Control Delay, s/v 0.15 0 16.41 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 34 - - - 381 HCM Lane V/C Ratio 0.007 - - - 0.173 HCM Control Delay (s/veh) 8.3 0 - - 16.4 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0 - - - 0.6 3: Wheeler Road & Smith Street Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 7 34 6 4 0 39 3 3 1 2 4 Future Volume (vph) 4 7 34 6 4 0 39 3 3 1 2 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. 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 Frt 0.899 0.992 0.916 Flt Protected 0.995 0.972 0.958 0.994 Satd. Flow (prot) 0 1700 0 0 1847 0 0 1806 0 0 1730 0 Flt Permitted 0.995 0.972 0.958 0.994 Satd. Flow (perm) 0 1700 0 0 1847 0 0 1806 0 0 1730 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 597 613 594 399 Travel Time (s) 11.6 11.9 11.4 10.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 5 8 39 7 5 0 44 3 3 1 2 5 Shared Lane Traffic (%) Lane Group Flow (vph) 0 52 0 0 12 0 0 50 0 0 8 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 0 0 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.2% ICU Level of Service A Analysis Period (min) 15 3: Wheeler Road & Smith Street HCM 7th TWSC Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 6 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 4 7 34 6 4 0 39 3 3 1 2 4 Future Vol, veh/h 4 7 34 6 4 0 39 3 3 1 2 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 5 8 39 7 5 0 44 3 3 1 2 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 0 0 47 0 0 56 55 27 37 74 5 Stage 1 - - - - - - 36 36 - 18 18 - Stage 2 - - - - - - 19 18 - 19 56 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1630 - - 1574 - - 947 841 1054 974 820 1085 Stage 1 - - - - - - 984 869 - 1006 884 - Stage 2 - - - - - - 1005 884 - 1006 852 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1630 - - 1574 - - 933 834 1054 960 814 1085 Mov Cap-2 Maneuver - - - - - - 933 834 - 960 814 - Stage 1 - - - - - - 981 866 - 1002 880 - Stage 2 - - - - - - 994 880 - 995 850 - Approach EB WB NB SB HCM Control Delay, s/v 0.64 4.38 9.08 8.73 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 933 137 - - 1080 - - 974 HCM Lane V/C Ratio 0.055 0.003 - - 0.004 - - 0.008 HCM Control Delay (s/veh) 9.1 7.2 0 - 7.3 0 - 8.7 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0 4: Croft Drive/South Site Driveway & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 16 406 6 18 382 26 5 0 8 17 2 10 Future Volume (vph) 16 406 6 18 382 26 5 0 8 17 2 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 100 0 0 0 0 0 Storage Lanes 0 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Frt 0.998 0.991 0.913 0.952 Flt Protected 0.998 0.950 0.982 0.972 Satd. Flow (prot) 0 1875 0 1805 1848 0 0 1703 0 0 1758 0 Flt Permitted 0.998 0.950 0.982 0.972 Satd. Flow (perm) 0 1875 0 1805 1848 0 0 1703 0 0 1758 0 Link Speed (mph) 35 35 25 25 Link Distance (ft) 674 928 347 373 Travel Time (s) 13.1 18.3 9.5 4.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 1% 0% 0% 2% 0% 0% 0% 0% 0% 0% 0% Adj. Flow (vph) 17 441 7 20 415 28 5 0 9 18 2 11 Shared Lane Traffic (%) Lane Group Flow (vph) 0 465 0 20 443 0 0 14 0 0 31 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) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.7% ICU Level of Service A Analysis Period (min) 15 4: Croft Drive/South Site Driveway & Pleasant Valley Road HCM 7th TWSC Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 8 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 16 406 6 18 382 26 5 0 8 17 2 10 Future Vol, veh/h 16 406 6 18 382 26 5 0 8 17 2 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - 100 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 1 0 0 2 0 0 0 0 0 0 0 Mvmt Flow 17 441 7 20 415 28 5 0 9 18 2 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 443 0 0 448 0 0 935 962 445 945 951 429 Stage 1 - - - - - - 479 479 - 468 468 - Stage 2 - - - - - - 455 483 - 476 483 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1127 - - 1123 - - 248 258 618 244 262 630 Stage 1 - - - - - - 571 558 - 579 564 - Stage 2 - - - - - - 588 556 - 573 556 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1127 - - 1123 - - 232 248 618 232 252 630 Mov Cap-2 Maneuver - - - - - - 232 248 - 232 252 - Stage 1 - - - - - - 559 547 - 569 555 - Stage 2 - - - - - - 566 547 - 554 545 - Approach EB WB NB SB HCM Control Delay, s/v 0.31 0.35 14.92 18.49 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 377 67 - - 1123 - - 298 HCM Lane V/C Ratio 0.037 0.015 - - 0.017 - - 0.106 HCM Control Delay (s/veh) 14.9 8.2 0 - 8.3 - - 18.5 HCM Lane LOS B A A - A - - C HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0.4 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 97 333 1 8 286 57 3 5 18 344 5 133 Future Volume (vph) 97 333 1 8 286 57 3 5 18 344 5 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 1 0 2 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 1.00 1.00 1.00 0.97 1.00 1.00 Frt 0.976 0.880 0.855 Flt Protected 0.950 0.999 0.950 0.950 Satd. Flow (prot) 1787 1881 0 0 3379 0 1805 1137 0 3467 1605 0 Flt Permitted 0.381 0.939 0.662 0.950 Satd. Flow (perm) 717 1881 0 0 3176 0 1258 1137 0 3467 1605 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 15 20 145 Link Speed (mph) 35 35 30 30 Link Distance (ft) 928 733 363 390 Travel Time (s) 18.1 14.3 8.3 8.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 1% 1% 0% 87% 2% 3% 0% 19% 54% 1% 8% 1% Adj. Flow (vph) 105 362 1 9 311 62 3 5 20 374 5 145 Shared Lane Traffic (%) Lane Group Flow (vph) 105 363 0 0 382 0 3 25 0 374 150 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 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm NA Perm NA Prot NA Protected Phases 1 1 2 2 6 5 5 6 Permitted Phases 1 2 2 6 6 Detector Phase 1 1 2 2 2 6 6 5 5 6 Switch Phase Minimum Initial (s) 8.0 15.0 15.0 8.0 8.0 8.0 Minimum Split (s) 15.0 22.0 22.0 14.5 14.5 14.5 Total Split (s) 30.0 30.0 30.0 20.0 20.0 20.0 Total Split (%) 23.4% 23.4% 23.4% 15.6% 15.6% 15.6% Maximum Green (s) 23.0 23.0 23.0 13.5 13.5 13.5 Yellow Time (s) 4.0 4.0 4.0 3.0 3.0 3.0 All-Red Time (s) 3.0 3.0 3.0 3.5 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 6.5 6.5 6.5 Lead/Lag Lead Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min Min None None None 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 10 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 3.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 22% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 Recall Mode Ped 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 38.5 45.5 18.7 8.2 8.2 13.5 28.2 Actuated g/C Ratio 0.33 0.39 0.16 0.07 0.07 0.12 0.24 v/c Ratio 0.24 0.48 0.72 0.03 0.25 0.91 0.29 Control Delay (s/veh) 23.7 28.4 52.9 54.0 32.0 79.8 8.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 23.7 28.4 52.9 54.0 32.0 79.8 8.4 LOS C C D D C E A Approach Delay (s/veh) 27.4 52.9 34.4 59.4 Approach LOS C D C E Queue Length 50th (ft) 49 199 139 2 4 145 3 Queue Length 95th (ft) 87 287 197 12 33 #257 57 Internal Link Dist (ft) 848 653 283 310 Turn Bay Length (ft) 200 Base Capacity (vph) 471 789 647 147 151 407 570 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.46 0.59 0.02 0.17 0.92 0.26 Intersection Summary Area Type: Other Cycle Length: 128 Actuated Cycle Length: 115.4 Natural Cycle: 95 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay (s/veh): 46.5 Intersection LOS: D Intersection Capacity Utilization 63.7% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road 5: JCPenny Logistics Driveway/Buckland Hills Plaza West Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 12 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 13 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 395 357 973 280 403 78 105 307 0 0 0 Future Volume (vph) 14 395 357 973 280 403 78 105 307 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 625 600 200 315 315 0 0 Storage Lanes 1 1 1 1 1 1 0 0 Taper Length (ft) 100 75 100 25 Lane Util. Factor 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1805 3574 1553 3433 1810 1599 1687 1900 1583 0 0 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1805 3574 1553 3433 1810 1599 1687 1900 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 368 415 316 Link Speed (mph) 35 35 30 30 Link Distance (ft) 469 1024 635 261 Travel Time (s) 9.1 19.9 14.4 5.9 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 1% 4% 2% 5% 1% 7% 0% 2% 0% 0% 0% Adj. Flow (vph) 14 407 368 1003 289 415 80 108 316 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 14 407 368 1003 289 415 80 108 316 0 0 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) 36 36 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pm+ov Prot NA Perm Split NA pt+ov Protected Phases 1 6 4 5 2 4 4 4 5 Permitted Phases 6 2 2 Detector Phase 1 6 4 5 2 2 4 4 4 5 Switch Phase Minimum Initial (s) 4.0 10.0 9.0 9.0 15.0 15.0 9.0 9.0 Minimum Split (s) 10.0 16.0 16.0 15.0 21.0 21.0 16.0 16.0 Total Split (s) 10.0 30.0 25.0 50.0 60.0 60.0 25.0 25.0 Total Split (%) 7.5% 22.6% 18.8% 37.6% 45.1% 45.1% 18.8% 18.8% Maximum Green (s) 4.0 24.0 18.0 44.0 54.0 54.0 18.0 18.0 Yellow Time (s) 4.0 4.0 3.5 4.0 4.0 4.0 3.5 3.5 All-Red Time (s) 2.0 2.0 3.5 2.0 2.0 2.0 3.5 3.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 7.0 6.0 6.0 6.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None None Min Min None None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 14 Lane Group Ø3 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Turn Type Protected Phases 3 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 Minimum Split (s) 28.0 Total Split (s) 28.0 Total Split (%) 21% Maximum Green (s) 24.0 Yellow Time (s) 4.0 All-Red Time (s) 0.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lead-Lag Optimize? Yes Vehicle Extension (s) 2.0 Recall Mode None 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 15 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) 4.1 14.5 32.8 29.1 48.3 48.3 12.1 12.1 47.4 Actuated g/C Ratio 0.05 0.19 0.44 0.39 0.64 0.64 0.16 0.16 0.63 v/c Ratio 0.14 0.59 0.41 0.75 0.24 0.35 0.29 0.35 0.28 Control Delay (s/veh) 44.5 33.3 3.4 24.5 7.2 1.7 34.3 34.8 1.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 44.5 33.3 3.4 24.5 7.2 1.7 34.3 34.8 1.4 LOS D C A C A A C C A Approach Delay (s/veh) 19.6 16.1 13.8 Approach LOS B B B Queue Length 50th (ft) 6 89 0 198 44 0 33 45 0 Queue Length 95th (ft) 29 170 50 325 129 38 86 108 26 Internal Link Dist (ft) 389 944 555 181 Turn Bay Length (ft) 100 625 600 200 315 315 Base Capacity (vph) 99 1179 986 2078 1546 1426 417 470 1352 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.35 0.37 0.48 0.19 0.29 0.19 0.23 0.23 Intersection Summary Area Type: Other Cycle Length: 133 Actuated Cycle Length: 75.4 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay (s/veh): 16.6 Intersection LOS: B Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road 6: I-84 EB Ramps/Buckland Hills Plaza Enter-Only Drive & Pleasant Valley Road Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 16 Lane Group Ø3 Walk Time (s) 7.0 Flash Dont Walk (s) 17.0 Pedestrian Calls (#/hr) 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay (s/veh) Queue Delay Total Delay (s/veh) LOS Approach Delay (s/veh) Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 17 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 253 194 263 150 387 116 574 1032 254 185 657 654 Future Volume (vph) 253 194 263 150 387 116 574 1032 254 185 657 654 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 325 175 0 0 0 0 Storage Lanes 2 1 2 1 2 1 2 1 Taper Length (ft) 50 75 25 25 Lane Util. Factor 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 0.97 0.95 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 3467 3574 1583 3433 3574 1615 3367 3574 1599 3502 3574 1599 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 3467 3574 1583 3433 3574 1615 3367 3574 1599 3502 3574 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 125 74 213 109 Link Speed (mph) 35 35 40 40 Link Distance (ft) 1024 746 518 460 Travel Time (s) 19.9 14.5 8.8 7.8 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 1% 1% 2% 2% 1% 0% 4% 1% 1% 0% 1% 1% Adj. Flow (vph) 256 196 266 152 391 117 580 1042 257 187 664 661 Shared Lane Traffic (%) Lane Group Flow (vph) 256 196 266 152 391 117 580 1042 257 187 664 661 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) 24 24 24 24 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 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 9 15 9 15 9 15 9 Turn Type Prot NA pt+ov Prot NA pt+ov Prot NA custom Prot NA pt+ov Protected Phases 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Permitted Phases 5 Detector Phase 1 6 7 6 5 2 2 3 7 4 4 5 3 8 1 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 11.6 11.6 11.6 11.6 12.2 12.2 12.2 12.2 Total Split (s) 30.0 50.0 30.0 50.0 30.0 50.0 30.0 50.0 Total Split (%) 18.8% 31.3% 18.8% 31.3% 18.8% 31.3% 18.8% 31.3% Maximum Green (s) 23.4 43.4 23.4 43.4 22.8 42.8 22.8 42.8 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.6 2.6 2.6 2.6 3.2 3.2 3.2 3.2 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.6 6.6 6.6 6.6 7.2 7.2 7.2 7.2 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Min None Min None None None None 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 18 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 14.2 22.4 52.2 10.0 18.1 36.5 23.1 50.4 67.1 11.1 38.4 59.9 Actuated g/C Ratio 0.12 0.18 0.43 0.08 0.15 0.30 0.19 0.41 0.55 0.09 0.32 0.49 v/c Ratio 0.63 0.29 0.35 0.54 0.73 0.21 0.90 0.70 0.26 0.58 0.59 0.78 Control Delay (s/veh) 59.8 44.6 13.9 63.4 59.4 14.6 68.9 34.4 4.4 63.0 38.4 29.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 59.8 44.6 13.9 63.4 59.4 14.6 68.9 34.4 4.4 63.0 38.4 29.0 LOS E D B E E B E C A E D C Approach Delay (s/veh) 38.7 52.5 41.0 37.3 Approach LOS D D D D Queue Length 50th (ft) 104 73 74 62 162 25 242 349 15 76 227 357 Queue Length 95th (ft) 156 112 145 107 234 74 #426 548 69 126 345 571 Internal Link Dist (ft) 944 666 438 380 Turn Bay Length (ft) 250 325 175 Base Capacity (vph) 675 1291 749 668 1291 691 639 1478 1132 664 1273 956 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.15 0.36 0.23 0.30 0.17 0.91 0.71 0.23 0.28 0.52 0.69 Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 121.9 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay (s/veh): 41.1 Intersection LOS: D Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 7: Buckland Street & Pleasant Valley Road/Buckland Hills Drive 26: Wheeler Road & West Site Driveway Lanes, Volumes, Timings Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 19 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 2 5 73 2 7 42 Future Volume (vph) 2 5 73 2 7 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.904 0.997 Flt Protected 0.986 0.993 Satd. Flow (prot) 1660 0 1857 0 0 1850 Flt Permitted 0.986 0.993 Satd. Flow (perm) 1660 0 1857 0 0 1850 Link Speed (mph) 30 25 30 Link Distance (ft) 229 140 594 Travel Time (s) 5.2 3.8 13.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 5 79 2 8 46 Shared Lane Traffic (%) Lane Group Flow (vph) 7 0 81 0 0 54 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 0 0 0 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.2% ICU Level of Service A Analysis Period (min) 15 26: Wheeler Road & West Site Driveway HCM 7th TWSC Build PM 2030 Build PM Langan 140275902 - 22 Wheeler Road - Synchro.syn Page 20 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 5 73 2 7 42 Future Vol, veh/h 2 5 73 2 7 42 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 5 79 2 8 46 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 141 80 0 0 82 0 Stage 1 80 - - - - - Stage 2 61 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 852 980 - - 1516 - Stage 1 943 - - - - - Stage 2 962 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 847 980 - - 1516 - Mov Cap-2 Maneuver 847 - - - - - Stage 1 943 - - - - - Stage 2 957 - - - - - Approach WB NB SB HCM Control Delay, s/v 8.87 0 1.06 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 938 257 - HCM Lane V/C Ratio - - 0.008 0.005 - HCM Control Delay (s/veh) - - 8.9 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 -