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HomeMy WebLinkAboutTraffic StudySite Plan Application October 29, 2021 Retail Development, Montville, CT 100 Constitution Plaza ▪ Hartford, CT 06103 ▪ T (860) 249-2200 ▪ F (860) 249-2400 ▪ www.blcompanies.com APPENDIX D TRAFFIC STUDY TRAFFIC STUDY Proposed Retail Development 1967-1981 CT Route 32 / Norwich-New London Turnpike Montville, CT PREPARED BY: BL Companies 355 Research Parkway Meriden, CT 06450 October 2021 i TABLE OF CONTENTS EXECUTIVE SUMMARY 2 I. INTRODUCTION 4 II. EXISTING CONDITIONS 6 Access Network 6 Intersection Characteristics 7 Sight Distances 8 Existing Traffic Volumes 9 Crash Data Analysis 11 III. PROJECTED TRAFFIC CONDITIONS 13 No Build Traffic Volumes 13 Trip Generation 15 Trip Distribution 16 Assigned Site Generated Traffic Volumes and Pass-By Traffic Volumes 18 Build Traffic Volumes 21 IV. ROADWAY ADEQUACY 23 Signalized Intersections 23 Unsignalized Intersections 24 Capacity Analyses Results 25 V. CONCLUSIONS AND RECOMMENDATIONS 28 i TABLE OF CONTENTS ILLUSTRATIONS FIGURE 1 – LOCATION MAP ........................................................................................................................ 5 FIGURE 2 – EXISTING (2020) TRAFFIC VOLUMES ...................................................................................... 10 FIGURE 3 – NO BUILD (2022) TRAFFIC VOLUMES ..................................................................................... 14 FIGURE 4 – VEHICULAR TRIP DISTRIBUTION .............................................................................................. 17 FIGURE 5 – VEHICULAR SITE GENERATED TRAFFIC VOLUMES ................................................................ 19 FIGURE 6 – PASS-BY TRAFFIC VOLUMES ................................................................................................... 20 FIGURE 7 – BUILD (2021) TRAFFIC VOLUMES ........................................................................................... 22 TABLES TABLE 1 – CRASH DATA SUMMARY .......................................................................................................... 12 TABLE 2 – PEAK HOUR TRIP GENERATION ................................................................................................ 15 TABLE 3 – SIGNALIZED INTERSECTION – LEVEL OF SERVICE .................................................................... 24 TABLE 4 – UNSIGNALIZED INTERSECTION – LEVEL OF SERVICE ............................................................... 25 TABLE 5 – PEAK HOUR LEVELS OF SERVICE .............................................................................................. 26 APPENDIX CAPACITY ANALYSES 2 REPORT EXECUTIVE SUMMARY This traffic study has been prepared for a new retail development at 1967-1981 CT Route 32 in Montville, CT. The study area is along an urban stretch of CT Route 32 (Norwich-New London Turnpike) that contains commercial developments, restaurants, hotels, and various types of residential units. The Site will consist of a 10,640 SF retail building and associated parking. Access to the Site will be via an unsignalized curb cut replacing the two existing for 1967 and 1981. This study investigated the potential traffic impacts of the proposed development during the weekday morning, weekday evening, and Saturday mid-day traffic periods. To assess existing traffic conditions in the vicinity of the Site, peak hour manual turning movement traffic volumes, vehicle classification and pedestrian counts were recorded at key intersections within the study area. The proposed development is projected to generate approximately 27 new trips in the AM peak hour (15 in/enter, 12 out/exit), 58 trips in the PM peak hour (30 in/enter, 28 out/exit) and 87 trips in the Saturday mid-day peak hour (45 in/enter, 42 out/exit). A detailed traffic analysis was conducted at key intersections and roadways in the general vicinity of the Site in accordance with methodologies outlined in the Highway Capacity Manual 2010, published by the Transportation Research Board. After analyses of the Existing, No Build and Build Scenarios of the AM weekday, PM weekday, and Saturday mid-day Peak Hours, it is projected that this development will have no significant impacts on the surrounding roadway network. All intersections, overall, during the study peak periods are projected to perform adequately and have negligible impacts from the proposed development on CT Route 32 and surrounding local streets. 3 REPORT The following is a summary of the results/recommendations for this Site: ➢ Install 12” white Stop Bar and “Stop” Sign (R1-1) at the Site driveway egress. ➢ To close the sidewalk gap, provide 5ft wide sidewalk along the CT Route 32 Site property. 4 REPORT I. INTRODUCTION This traffic study has been prepared for a new retail development at 1967-1981 CT Route 32 in Montville, CT. The focus of this study was to evaluate the traffic flows and operating conditions on the roadways and intersections projected to be used by motorists traveling to and from the proposed development and to quantify the potential traffic impacts on these roadways and intersections. The study area is along an urban stretch of CT Route 32 (Norwich-New London Turnpike) that contains commercial developments, restaurants, hotels, and various types of residential units. See Figure 1 for a location map. The Site will consist of a 10,640 SF retail building and associated parking along the east side of Route 32, between CVS Pharmacy and McDonald’s fast-food restaurant. Access to the Site will be via an unsignalized curb cut replacing the two curb cuts to the existing for 1967 and 1981 CT Route 32 (Norwich-New London Turnpike) residential properties. The study investigated the potential traffic impacts associated with the development in the weekday morning, weekday evening, and Saturday mid-day shopping peak periods. The greatest cumulative impacts of project related traffic are likely to occur during the weekday evening peak hour, when traffic consists mostly of commuters, and the Saturday mid-day, which would include mostly shoppers. As such, traffic operating conditions at the study intersections were analyzed during these peak periods. LAND SURVEYING ENVIRONMENTAL ENGINEERING ARCHITECTURE PROPOSED RETAIL DEVELOPMENTCT ROUTE 32 / NORWICH-NEW LONDON TURNPIKEMONTVILLE, CONNECTICUT NOT TO SCALE 6 REPORT II. EXISTING CONDITIONS An investigation of the existing traffic conditions on the adjacent roadway network formed the basis for assessing any traffic issues associated with the proposed development. This investigation included a field reconnaissance, traffic counting, and research of pertinent planning and traffic data available with Connecticut Department of Transportation (CTDOT) and the Town of Montville. Access Network The project study area consists of two signalized intersections along CT Route 32 / Norwich-New London Turnpike, these are: • CT Route 32 / Norwich-New London Turnpike at Occum Lane and Montville Commons North Driveway • CT Route 32 / Norwich-New London Turnpike at Golden Road / Montville Commons Road / South Driveway Major roadways in the vicinity of the project include CT Route 32 / Norwich-New London Turnpike, Occum Lane, and Golden Road. CT Route 32 (Norwich-New London Turnpike) is primarily a north-south State minor arterial, running through Connecticut and Massachusetts. The southern terminus starts at New London and continues via Willimantic to the Massachusetts state line. In the Town of Montville, CT Route 32 (Norwich-New London Turnpike) near the proposed Site is a 2-lane in each direction facility with shoulders, exclusive turn lanes, and gently rolling alignment. The posted speed limit is 35 miles per hour (mph) and there are sidewalks present along both sides of the road with some discontinuity. Abutting lands and developments include shopping plazas, light commercial developments, restaurants, hotels, and various types of residential units. A Southeast Area Transit District (SEAT) fixed bus route (#1) service operates along CT Route 32 corridor between Union Station in New London and the Norwich Transportation Center. Sidewalks are present 7 REPORT along both sides of the roadway with one sidewalk gap along the proposed Site development. Occum Lane is a two lane, half a mile long roadway, classified as a local road by CTDOT. Occum Lane serves local residential units to the east of CT Route 32. The posted speed limit is 25 mph and no sidewalks or streetlights are present. Montville Commons Access Road (South Driveway) is less than a half mile long roadway that serves the large shopping plaza called Montville Commons. The facility has one lane in each direction with no pedestrian and cyclist accommodations. The posted speed limit is 25 mph and streetlighting is limited along northside and parking of Montville Commons shopping plaza. Montville Commons Road connects to Occum Lane, thus making it a loop with CT Route 32. Golden Road is a two-lane local road that provides access to residential housing and the Mohegan School. The posted speed limit is 25 mph and there are no sidewalks and limited streetlights present. Golden Street connects to PTA Lane to the southeast of the project area. Intersection Characteristics Two key intersections were reviewed in this study to determine if they would be impacted by the expected Site traffic volumes. They are as follows: CT Route 32 / Norwich-New London Turnpike at Occum Lane and North Drive to Montville Commons - This is a signalized, 6-phased intersection. CT Route 32 northbound has an exclusive left turn lane and two through lanes with shared right turn. On the southbound approach there are exclusive left and right turn lanes and two through lanes. Occum Lane has one shared lane. The northern Montville Commons drive has a 8 REPORT left turn, left / through and right turn lane. This signal is part of a coordinated system along CT Route 32. CT Route 32 / Norwich-New London Turnpike at Golden Road / Montville Commons Road - This is a signalized, 6-phased coordinated intersection. The main approach, CT Route 32 northbound, has an exclusive left turn lane and one shared through / right turn lane. In the southbound direction there is an exclusive left turn lane and two through lanes with shared right turn movement. From the Montville Commons South Drive, there are two approach lanes, exclusive right and through / left turn lane. On the westbound approach from Golden Road, there is one shared lane for all movements. Sight Distances The American Association of State Highway and Transportation Officials’ (AASHTO) publication, A Policy on Geometric Design, 2018 Edition, defines minimum sight distances at intersections based on design speed and roadway geometry attributes. The CTDOT follows these methods for unsignalized and signalized intersections in the CTDOT Highway Design Manual. Two distances to consider are the stopping sight distance (SSD) for vehicles traveling along the main road and intersection sight distance (ISD) from the proposed driveways, shown in Table 1. 9 REPORT Table 1 – Sight Lines Project Access Points Intersection Direction Posted Speed Limit (mph) Design Speed (mph) SSD Required (ft) ISD Required (ft) Observed Distance (ft) CT Route 32 / Norwich-New London Turnpike Northbound 35 40 * 305 475 Over 1,000’ Southbound Over 1,000’ * - assumed As shown in Table 1, the sight distance looking in both directions along CT Route 32 from the Site Driveway exceeds the SSD and ISD requirements for the prevailing speeds. Overall, vehicles are expected to be able to exit the project Site Driveway safely. Existing Traffic Volumes Weekday afternoon peak hour and Saturday mid-day peak hour traffic volumes were counted at the above intersections the week of September 14, 2021. It should be noted that these counts were collected during the COVID-19 Pandemic. Using historical counts collected by CTDOT and comparing these counts to the 2021 collected, the volumes were grown and balanced, and subsequently reviewed and approved by CTDOT. The current adjusted peak hour traffic volumes for the intersections are illustrated in Figure 2. Average daily traffic (ADT) volumes on CT Route 32 were about 11,000 when counted in 2020 by CTDOT, during the COVID-19 Pandemic. 437(565)[411] SITE4(6)[4] 2(10)[15] 51(52)[70] 413(527)[346] 114(292)[254] 23(76)[58] 2(10)[14] 63(246)[235] 10(22)[20] 4(12)[13] 312(516)[447] 2(15)[14] 20(35)[27] 9(16)[7] 17(54)[23] 374(500)[336] 7(23)[18] 49(47)[57] 3(12)[14] 14(29)[28] 34(98)[91] 18(32)[25] 261(435)[362] 37(90)[113] 305(439)[435] LAND SURVEYING ENVIRONMENTAL ENGINEERING ARCHITECTURE PROPOSED RETAIL DEVELOPMENTCT ROUTE 32 / NORWICH-NEW LONDON TURNPIKEMONTVILLE, CONNECTICUT NOT TO SCALE 11 REPORT Crash Data Analysis As part of the existing conditions analysis, crash data for the most recent three-year period from January 1, 2018 through December 31, 2020, was obtained from the Connecticut Crash Data Repository. Twenty-eight (28) crashes in the study area were recorded. The most common crashes were angle crashes at forty-three percent (43%), followed by front to rear crashes at twenty-five percent (25%). The majority of crashes resulted in “No Apparent Injury” at sixty-eight percent (68%). There were no fatalities and zero crashes associated with “Suspected Serious Injury” in the corridor for the three-year period. According to the crash records mentioned above, CT Route 32 at Golden Drive / Montville Commons Road intersection experienced the majority of the crashes in the corridor with fifty-four percent (54%). Below Table 2 summarizes the crash data. 12 REPORT Table 2 – Crash Data Summary Proposed Development, Montville, CT CT Route 32 at Occum Road Route 32 Segment Between the two Signalize Intersections Route 32 at Golden Drive/ Montville Commons Road Total Year 2018 4 0 5 9 2019 5 1 3 9 2020 2 1 7 10 Total 11 2 15 28 Crash Type Angle 2 1 9 12 Front to Front 0 0 1 1 Front to Rear 2 1 4 7 Not Applicable 3 0 0 3 Other 1 0 0 1 Rear to Rear 0 0 0 0 Rear to Side 0 0 0 0 Sideswipe, Opposite Direction 0 0 0 0 Sideswipe, Same Direction 1 0 1 2 Unknown 2 0 0 2 Total 11 2 15 28 Severity Fatal Injury (K) 0 0 0 0 Suspected Serious Injury (A) 0 0 0 0 Suspected Minor Injury (B) 1 1 5 7 Possible Injury (C) 0 0 2 2 No Apparent Injury (O) 10 1 8 19 Unknown 0 0 0 0 Total 11 2 15 28 Note: Data collected from the Connecticut Crash Data Repository 13 REPORT III. PROJECTED TRAFFIC CONDITIONS In order to evaluate traffic conditions when the proposed development is completed in 2022, future traffic volumes networks were forecast under the 2022 No Build Conditions (without the proposed retail development) and under 2022 Build Conditions (with the proposed retail development). The projected traffic volumes on the roadway network under 2022 No Build conditions were assumed to include all existing traffic and new traffic resulting from background sources of traffic growth, independent of the proposed development. The projected traffic volumes on the roadway network under 2022 Build conditions were assumed to include the anticipated project Site-generated traffic volumes in addition to the assumed background traffic growth. No Build Traffic Volumes A 1% annual growth rate was applied to the existing traffic volumes to develop the 2021 No Build traffic volumes. In addition to applying a growth rate, any approved or pending developments in the area that may add substantial traffic volume to the study intersections were considered. In discussions with Connecticut Department of Transportation and the Town of Montville there were no additional developments in the vicinity of the project. Figure 3 graphically illustrates the No Build Traffic Volumes. 0(0)[0] 441(570)[414] 0(0)[0] 0(0)[0] SITE4(6)[4] 2(10)[15] 51(52)[71] 416(531)[349] 115(294)[256] 23(77)[58] 2(10)[14] 64(248)[237] 10(22)[20] 4(12)[13] 314(520)[451] 2(15)[14] 20(35)[27] 9(16)[7] 17(54)[23] 377(504)[339] 7(23)[18] 49(47)[57] 3(12)[14] 14(29)[28] 34(99)[92] 18(32)[25] 263(438)[365] 37(91)[114] 0(0)[0] 307(531)[438] LAND SURVEYING ENVIRONMENTAL ENGINEERING ARCHITECTURE PROPOSED RETAIL DEVELOPMENTCT ROUTE 32 / NORWICH-NEW LONDON TURNPIKEMONTVILLE, CONNECTICUT NOT TO SCALE 15 REPORT Trip Generation The anticipated traffic volumes generated by the proposed development were projected based upon guidelines set forth by CTDOT and data provided by the ITE Trip Generation Manual 10th Edition. This widely used reference manual provided trip generation rates for various land uses based on traffic count data collected at similar sites. The following table shows projected trip generation for a variety store (Land Use Code 814). Saturday peak hour data for 814-Variety Store is not available in the Trip Generation Manual and is estimated to be 1.5 times the PM Peak. Due to the small retail nature of the use, a significant portion of the Site trips will come from the existing CT Route 32 (Norwich-New London Turnpike) traffic stream, referred to as “pass-by” trips. While empirical studies of similar sized retail buildings by the ITE Trip Generation Manual 10th Edition, use a pass-by component of 30%, this study referred to the Connecticut Department of Transportation (CTDOT) guidelines which allows 20% pass- by component. Table 2 illustrates the trip generation for the proposed development scenarios. It is projected that the proposed development will generate approximately 26 trips in the AM peak hour (15 in/enter, 11 out/exit), 58 trips in the PM peak hour (30 in/enter, 28 out/exit) and 88 trips in the Saturday mid-day peak hour (46 in/enter, 42 out/exit). Table 3 – Peak Hour Trip Generation Proposed Retail Trips ITE Land Use Code Size AM Peak Hour PM Peak Hour Saturday Peak Hour 2 Total In Out Total In Out Total In Out 814 - Variety Store 10.64 33 19 14 73 38 35 109 57 52 Less Pass-By (20% Average) 1 -7 -4 -3 -15 -8 -7 -21 -11 -10 Net New Trips 26 15 11 58 30 28 88 46 42 Ref: Trip Generation, 10th Edition 1 CTDOT Allowance for Pass-By Used 20%; (50%/50% split between entering and exiting vehicles) 2 Estimated as 1.5 times the PM Peak Hour 16 REPORT Trip Distribution The directional distribution of traffic is typically a function of population densities, competing opportunities, existing travel patterns adjacent to the Site, and the efficiency and limitations of the existing roadway system. The trip distribution was reviewed and approved by CTDOT. The distribution of the anticipated traffic volumes was based on arrival/departure patterns shown in Figure 4. (70%)70%(30%)SITE(5%)65%5%(65%)5%(25%)(5%)25%30%LAND SURVEYING ENVIRONMENTAL ENGINEERING ARCHITECTURE PROPOSED RETAIL DEVELOPMENTCT ROUTE 32 / NORWICH-NEW LONDON TURNPIKEMONTVILLE, CONNECTICUT NOT TO SCALE 18 REPORT Assigned Site Generated Traffic Volumes and Pass-By Traffic Volumes The generated trips are multiplied by the corresponding proportions to ascertain the Site-generated traffic volumes. Figure 5 shows the Site generated peak hour traffic assigned to the nearby roadway network. A portion of trips generated are classified as “pass-by” traffic. Pass-by traffic consists of vehicles already on the roadway that are attracted to the Site when passing through the area. The primary destination of this traffic is elsewhere, and the primary trip will be resumed following a stop at the proposed development. The Pass-By Traffic Volumes were assigned to the Site driveway and are shown in Figure 6. 10(25)[36] 13(27)[40] 4(10)[16] SITE1(2)[2] 12(25)[37] 1(2)[3] 1(2)[3] 3(8)[14] 1(2)[2] 5(9)[14] 6(11)[17] 10(23)[34] LAND SURVEYING ENVIRONMENTAL ENGINEERING ARCHITECTURE PROPOSED RETAIL DEVELOPMENTCT ROUTE 32 / NORWICH-NEW LONDON TURNPIKEMONTVILLE, CONNECTICUT NOT TO SCALE 2(4)[5] 2(4)[6] 2(4)[6] SITE-2(-4)[-6] -2(-4)[-5] 2(4)[5] LAND SURVEYING ENVIRONMENTAL ENGINEERING ARCHITECTURE PROPOSED RETAIL DEVELOPMENTCT ROUTE 32 / NORWICH-NEW LONDON TURNPIKEMONTVILLE, CONNECTICUT NOT TO SCALE 21 REPORT Build Traffic Volumes The assigned Site-generated traffic volumes were superimposed onto the 2022 No Build Traffic volumes to establish the future 2022 Build Traffic volumes, as illustrated in Figure 7. 12(29)[41] 439(566)[408] 15(31)[46] 6(14)[22] SITE5(8)[6] 2(10)[15] 51(52)[71] 428(556)[386] 115(294)[256] 23(77)[58] 2(10)[14] 64(248)[237] 10(22)[20] 5(14)[16] 324(543)[485] 2(15)[14] 20(35)[27] 9(16)[7] 18(56)[26] 380(512)[353] 7(23)[18] 50(49)[59] 3(12)[14] 14(29)[28] 34(99)[92] 18(32)[25] 268(447)[379] 37(91)[114] 8(15)[22] 305(527)[433] LAND SURVEYING ENVIRONMENTAL ENGINEERING ARCHITECTURE PROPOSED RETAIL DEVELOPMENTCT ROUTE 32 / NORWICH-NEW LONDON TURNPIKEMONTVILLE, CONNECTICUT NOT TO SCALE 23 REPORT IV. ROADWAY ADEQUACY The intersection capacity analyses were prepared using the methodology described in the Highway Capacity Manual (HCM), published by the Transportation Research Board (TRB) for the existing and build traffic volume scenarios to simulate the traffic impact of a proposed delivery station on the adjacent roadway network. As documented in the HCM, intersection performance is influenced by several factors, including traffic demand; lane configurations; lane widths; turning restrictions; roadway grades; and signal phasing. The existing physical roadway characteristics and signal phasing and timing settings were determined by observing conditions in the field and reviewing the current traffic control signal plans provided by the Connecticut Department of Transportation. SynchroTM software (Version 11) was used to model the study intersections based on the parameters mentioned above. The Synchro software is widely utilized by the traffic engineering industry and is consistent with the procedures in the HCM. Signalized Intersections Signalized intersections are analyzed in terms of vehicle capacity and motorist delay. Capacity is the maximum rate of vehicle flow through an intersection given typical operating conditions. The number of vehicles traveling through an intersection is divided by the capacity of the intersection to determine an overall volume to capacity ratio (v/c). A v/c value under 1.00 indicates that the number of vehicles traveling through an intersection is less than capacity. As stated in the HCM, level of service for signalized intersections is defined in terms of control delay. Control delay measures the increase in delay a motorist experiences while encountering a traffic control signal. These factors include initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. This delay is 24 REPORT measured per vehicle for a 15-minute analysis period and is associated with the levels of service, which are summarized in Table 4 below: Table 4 – Signalized Intersection – Level of Service Level of Service1 Average Control Delay (seconds per vehicle) A ≤ 10 B > 10 and  20 C > 20 and  35 D > 35 and  55 E > 55 and  80 F > 80 1If volume-to-capacity ratio is over 1.0 for a lane group, LOS F. Intersection and approach-based LOS is based solely on control delay. Level of Service A represents the optimum level where most motorists arrive at the subject intersection during the green phase and thus experience virtually no delay. Conversely, Level of Service F indicates that motorists are delayed over 80 seconds while traveling through the intersection and can often imply a complete breakdown of that location. Level of Service D is generally considered the limit of acceptable motorist delay. Unsignalized Intersections Unsignalized intersections are generally evaluated in terms of average side street delay, as well as the capacity of the roadway approach. This analysis is based on the random arrival of vehicles and the associated gaps generated by this random arrival within the traffic stream. There is no overall level of service for unsignalized intersections. The relationship between levels of service and average side street delay are summarized in Table 5 below: 25 REPORT Table 5 – Unsignalized Intersection – Level of Service Level of Service1 Average Control Delay (seconds per vehicle) A ≤ 10 B > 10 and  15 C > 15 and  25 D > 25 and  35 E > 35 and  50 F > 50 1If volume-to-capacity ratio is over 1.0 for a lane group, LOS F. Intersection and approach-based LOS is based solely on control delay. It should be noted that unsignalized levels of service do not correspond to those for signalized intersections, nor do they constitute warrants for the installation of traffic control signals. It is also recognized that the methodology is overly conservative and that computations can indicate operations at poor levels of service (E or F) with even very low side street volumes, although they often function without serious problems in the real world. Capacity Analyses Results Table 6 shows the levels of service (LOS) at the subject intersections. A detailed model output is included in the Appendix. Overall Intersection – X/XX.X - Level of Service/Intersection Signal Delay in sec Approaches - X/X.XX/XXX – Level of Service/Volume to Capacity Ratio/95% Queue Length in ft 1 – Signalized Intersection 2 – Unsignalized Intersections, controlled movements # – 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m – Volume for 95th percentile queue is metered by upstream signal. 26 REPORT Table 6 – Peak Hour Levels of Service AM PM Sat MD 2021 2022 2022 2021 2022 2022 2021 2022 2022 Existing No Build Build Existing No Build Build Existing No Build Build New London Tpke / CT Route 32 at Occum Lane/ Montville Commons North Driveway A/7.2 A/7.2 A/7.3 C/30.7 C/30.8 C/31.0 C/22.5 C/22.5 C/23.1 Montville Commons North Driveway EB Left C/0.20/45 C/0.21/45 C/0.21/45 D/0.65/135 D/0.65/135 D/0.65/135 E/0.65/145 E/0.65/150 E/0.65/150 Montville Commons North Driveway EB Thru C/0.20/45 C/0.21/45 C/0.21/45 D/0.64/135 D/0.65/135 D/0.65/140 E/0.64/145 D/0.64/145 D/0.64/145 Montville Commons North Driveway EB Right A/0.03/25 A/0.03/25 A/0.03/25 A/0.07/25 A/0.07/25 A/0.07/25 A/0.07/25 A/0.07/25 A/0.07/25 Occum Lane WB Left / Thru / Right B/0.29/35 B/0.29/35 B/0.29/35 C/0.42/55 C/0.42/55 C/0.43/60 C/0.53/70 C/0.53/70 C/0.54/75 CT Route 32 NB Left A/0.00/m25 A/0.00/m25 A/0.00/m25 B/0.02/m25 B/0.02/m25 B/0.02/m25 A/0.02/m25 A/0.02/m25 A/0.05/m25 CT Route 32 NB Thru / Right A/0.14/25 A/0.14/25 A/0.15/25 D/0.53/m205 D/0.53/m205 D/0.56/m210 B/0.43/65 B/0.44/65 B/0.47/85 CT Route 32 SB Left A/0.03/25 A/0.03/25 A/0.03/25 A/0.12/45 A/0.12/45 A/0.12/45 A/0.09/35 A/0.09/35 A/0.09/40 CT Route 32 SB Thru A/0.18/95 A/0.18/100 A/0.18/100 C/0.53/195 C/0.54/195 C/0.56/205 C/0.33/135 C/0.33/140 C/0.37/150 CT Route 32 SB Right A/0.11/25 A/0.11/25 A/0.11/25 A/0.45/60 A/0.45/60 A/0.45/60 A/0.40/60 A/0.40/60 A/0.40/60 New London Turnpike / CT Route 32 at Site - - - - - - - - - Site WB Left - - B/0.03/25 - - B/0.11/25 - - B/0.14/25 Site WB Right - - A/0.00/25 - - A/0.00/25 - - A/0.00/25 CT Route 32 NB Thru / Right A/0.00/25 A/0.00/25 A/0.00/25 A/0.00/25 A/0.00/25 A/0.00/25 A/0.00/25 A/0.00/25 A/0.00/25 CT Route 32 SB Thru / Left A/0.00/25 A/0.00/25 A/0.01/25 A/0.00/25 A/0.00/25 A/0.03/25 A/0.00/25 A/0.00/25 A/0.05/25 New London Turnpike / CT Route 32 at Golden Road / Montville Commons Road B/18.1 B/18.9 B/18.9 B/19.3 B/19.1 B/19.9 B/17.9 B/18.6 B/18.5 Montville Commons Road EB Left / Thru C/0.12/25 C/0.12/25 C/0.12/25 D/0.28/60 D/0.28/60 D/0.28/60 D/0.33/65 D/0.33/65 D/0.33/65 Montville Commons Road EB Right A/0.11/25 A/0.11/25 A/0.11/25 A/0.38/25 A/0.38/25 A/0.38/25 A/0.34/25 A/0.35/25 A/0.35/25 Golden Road WB Left / Thru / Right C/0.28/40 C/0.28/40 C/0.29/40 C/0.52/80 C/0.52/80 C/0.53/85 D/0.43/60 D/0.43/60 D/0.44/65 CT Route 32 NB Left A/0.08/25 A/0.08/25 A/0.08/25 A/0.22/45 A/0.22/45 A/0.22/45 A/0.24/50 A/0.25/50 A/0.25/50 CT Route 32 NB Thru / Right C/0.52/180 C/0.53/180 C/0.54/185 D/0.80/#420 D/0.81/#425 D/0.82/#440 C/0.60/35 C/0.61/320 C/0.63/330 CT Route 32 SB Left B/0.07/45 B/0.07/50 B/0.07/55 A/0.80/m25 A/0.08/m20 A/0.09/m15 A/0.60/30 A/0.08/35 A/0.08/35 CT Route 32 SB Thru / Left B/0.19/135 B/0.19/150 B/0.19/150 A/0.08/25 A/0.28/25 A/0.28/30 A/0.08/50 A/0.18/75 A/0.18/65 27 REPORT As illustrated in Table 6, weekday AM, weekday PM Peak hour and Saturday Mid-day Peak Hour Existing and No Build Scenario traffic operations were analyzed as the base conditions for comparison with the Build Scenarios. During the AM Peak hour, traffic operations for the overall intersection LOS and individual movements are projected to have negligible impacts from the proposed development. The overall intersection delay at the two signalized intersection at CT Route 32 (Norwich-New London Turnpike) is projected to increase by less than a second. The queue on CT Route 32 northbound and southbound approach will also increase by 5ft, well below a full car length. During the PM Peak hour, traffic operations for the overall intersection LOS are projected to have negligible impacts from the proposed development. The overall intersection delay at the two signalized intersections at CT Route 32 (Norwich-New London Turnpike) is projected to increase by less than two seconds. The queue on CT Route 32 northbound and southbound approach will also increase by 15ft, well below a full car length. During the Saturday Mid-day Peak hour, traffic operations for the overall intersection LOS and individual movements are projected to have negligible impacts from the proposed development. The overall intersection delay at the two signalized intersection at CT Route 32 (Norwich-New London Turnpike) is projected to increase by less than two seconds. The Montville Commons North Driveway eastbound left performs at LOS E in all scenarios; however, the increase in delay is negligible (>1sec) and the queue length does not increase in the build scenario. At the Site driveway for all time periods and scenarios, the LOS is projected to be LOS B and LOS C, optimal level of intersection and movement performance. 28 REPORT V. CONCLUSIONS AND RECOMMENDATIONS This traffic study has been prepared for a new retail development at 1967-1981 CT Route 32 in Montville, CT. The focus of this study was to evaluate the traffic flows and operating conditions on the roadways and intersections projected to be used by motorists traveling to and from the proposed development and to quantify the potential traffic impacts on these roadways and intersections. After analyses of the Existing, No Build and Build Scenarios of the weekday AM, weekday PM Peak hour and Saturday Mid-day Peak Hour, it is projected that the proposed development will have no significant impacts to the surrounding roadway network. All intersections during the three study peak periods are projected to perform adequately and have negligible impacts from the proposed development on CT Route 32. The following is a summary of the results/recommendations for this Site: ➢ Install 12” white Stop Bar and “Stop” Sign (R1-1) at the Site driveway egress. ➢ To close the sidewalk gap, provide 5ft wide sidewalk along the CT Route 32 Site property. APPENDIX APPENDIX APPENDIX TRAFFIC COUNTS Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Golden Road andPrivate Dr. – Int.#085-206Site Code: 11Start Date: 09/24/2020Page No: 1Turning Movement DataStart TimeRoute 32(Norwich NL Turnpike)Golden RoadRoute 32(Norwich NL Turnpike)Private DrivewaySouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:00 AM0231002410100202810029200002576:15 AM3323003831200603220034110002806:30 AM030100040714001203660042201003976:45 AM35380064506001105470061202004140Hourly Total613822001661621300310150160016671300113747:00 AM277140093124007445500544140091637:15 AM1113801122724001326990080150600212367:30 AM0111110012262800165911500111120400162657:45 AM47316009333200895680073320005179Hourly Total737449014301791800442026137003183431400518438:00 AM3471000604030073584006581400131458:15 AM2771200912110001374816007182400141898:30 AM571170093161070033966100085152700242358:45 AM4594006771110019647110064531009159Hourly Total14254430031129123100722521941002853681600607289:00 AM0000000000000000000000000*** BREAK ***-------------------------Hourly Total00000000000000000000000002:00 PM599130011761500124921400110182400242632:15 PM39750010563700168941300115152300202562:30 PM310160011035700159901900118194900322752:45 PM411813001353250010685200011121130025281Hourly Total1541537004671811240053273616600454739190010110753:00 PM810020001284590018161083200156144500233253:15 PM412112001371379002981131900140252800353413:30 PM81251403147161110028121072600145252700343543:45 PM61251001141165800299116150014024370134344Hourly Total264715604553491837001044544492005818811270112613644:00 PM5129110014593400166993000135245700363324:15 PM21107011191134001861052200133274500363064:30 PM4981300115626001471002800135254900383024:45 PM88310011018140013681260011331260139266Hourly Total194204102480349180061253851060051610715270114912065:00 PM4791001936290017121092300144307801452995:15 PM5841200101312006970170096222600302335:30 PM655900706120098852000113224700332255:45 PM1699007922200676413008425240031200Hourly Total16287400134317615003836328730043799152501139957 6:00 PM3417005142000637090082203100241636:15 PM357900696630015657120075280300311906:30 PM4611400794340011546140065134600231786:45 PM4567006752500126519006614360023168Hourly Total1421537002661913120044202244400288751016001016997:00 PM255800652350010540130058131600201537:15 PM25713007211200443990052112200151437:30 PM328110042136001043960049125500221237:45 PM133500393210061345004013200015100Hourly Total817337002187914003014152330019949101300725198:00 PM0000000000000000000000000Grand Total12527473620832342068918200477212252450800324456882160038107765Approach %3.984.911.20.0--43.218.738.20.0--6.577.815.70.0--70.110.119.80.0---Total %1.635.44.70.0-41.62.71.12.30.0-6.12.732.56.50.0-41.87.31.12.10.0-10.4-Motorcycles02230-252010-332310-272000-257% Motorcycles0.00.80.8--0.81.00.00.5--0.61.40.90.2--0.80.40.00.0--0.20.7Cars & Light Goods11426593560-3129199881750-46220324294980-3130554821390-7757496% Cars & LightGoods91.296.898.3--96.896.698.996.2--96.995.896.298.0--96.597.5100.086.9--95.796.5Buses02010-212040-641780-298090-1773% Buses0.00.70.3--0.61.00.02.2--1.31.90.71.6--0.91.40.05.6--2.10.9Single-Unit Trucks74320-523120-624710-502050-7115% Single-UnitTrucks5.61.60.6--1.61.51.11.1--1.30.91.90.2--1.50.40.03.1--0.91.5Articulated Trucks4300-70000-00800-82070-924% ArticulatedTrucks3.20.10.0--0.20.00.00.0--0.00.00.30.0--0.20.40.04.4--1.10.3Pedestrians----8-----0-----0-----3--% Pedestrians----100.0-----------------100.0-- Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Golden Road andPrivate Dr. – Int.#085-206Site Code: 11Start Date: 09/24/2020Page No: 309/24/2020 6:00 AMEnding At09/24/2020 8:15 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherRoute 32(Norwich NLOutInTotal25255027673129589628214955521071572228903234612402230011426593560002010074320043008125274736208RTLUP656 0 4 5 641 6 Out 477 0 6 6 462 3 In 1133 0 10 11 1103 9 Total Golden Road [E] R 206 0 3 2 199 2 T 89 0 1 0 88 0 L 182 0 2 4 175 1 U 0 0 0 0 0 0 P 0 0 0 0 0 0 2527523388313065183229614750975813349732446741OutInTotalRoute 32(Norwich NLULTRP01233004982429203008174001472000800050825242120Private Driveway [W]Total314752516131532In27751779810Out1700894722000000U0139957160L08200082T2554822568R000033PTurning Movement Data Plot Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Golden Road andPrivate Dr. – Int.#085-206Site Code: 11Start Date: 09/24/2020Page No: 4Turning Movement Peak Hour Data (7:00 AM)Start TimeRoute 32(Norwich NL Turnpike)Golden RoadRoute 32(Norwich NL Turnpike)Private DrivewaySouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total7:00 AM277140093124007445500544140091637:15 AM1113801122724001326990080150600212367:30 AM0111110012262800165911500111120400162657:45 AM47316009333200895680073320005179Total73744901430179180044202613700318343140051843Approach %1.687.011.40.0--38.620.540.90.0--6.382.111.60.0--66.75.927.50.0---Total %0.844.45.80.0-51.02.01.12.10.0-5.22.431.04.40.0-37.74.00.41.70.0-6.0-PHF0.4380.8270.7660.000-0.8810.6070.7500.5630.000-0.6880.5560.7170.6170.000-0.7160.5670.3750.5830.000-0.6070.795Motorcycles0400-40000-00100-10000-05% Motorcycles0.01.10.0--0.90.00.00.0--0.00.00.40.0--0.30.00.00.0--0.00.6Cars & Light Goods3362490-414179170-4319248360-30332390-44804% Cars & LightGoods42.996.8100.0--96.3100.0100.094.4--97.795.095.097.3--95.394.1100.064.3--86.395.4Buses0200-20010-11200-31010-28% Buses0.00.50.0--0.50.00.05.6--2.35.00.80.0--0.92.90.07.1--3.90.9Single-Unit Trucks3600-90000-00710-81030-421% Single-UnitTrucks42.91.60.0--2.10.00.00.0--0.00.02.72.7--2.52.90.021.4--7.82.5Articulated Trucks1000-10000-00300-30010-15% ArticulatedTrucks14.30.00.0--0.20.00.00.0--0.00.01.10.0--0.90.00.07.1--2.00.6Pedestrians----1-----0-----0-----0--% Pedestrians----100.0-------------------- Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Golden Road andPrivate Dr. – Int.#085-206Site Code: 11Start Date: 09/24/2020Page No: 5Peak Hour Data09/24/2020 7:00 AMEnding At09/24/2020 8:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherRoute 32(Norwich NLOutInTotal14527441468832510919415292430722040003362490002000360001000173744901RTLUP72 0 0 1 71 0 Out 44 0 0 1 43 0 In 116 0 0 2 114 0 Total Golden Road [E] R 17 0 0 0 17 0 T 9 0 0 0 9 0 L 18 0 0 1 17 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 4154113037144377815033426318744OutInTotalRoute 32(Norwich NLULTRP00100036248190002100170000300037261200Private Driveway [W]Total092282104In04424151Out04804153000000U0913114L030003T03211034R000000PTurning Movement Peak Hour Data Plot (7:00 AM) Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Golden Road andPrivate Dr. – Int.#085-206Site Code: 11Start Date: 09/24/2020Page No: 6Turning Movement Peak Hour Data (3:15 PM)Start TimeRoute 32(Norwich NL Turnpike)Golden RoadRoute 32(Norwich NL Turnpike)Private DrivewaySouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:15 PM412112001371379002981131900140252800353413:30 PM81251403147161110028121072600145252700343543:45 PM612510011411658002991161500140243701343444:00 PM512911001459340016699300013524570036332Total23500470457054163200102354359000560981229011391371Approach %4.087.78.20.0--52.915.731.40.0--6.377.716.10.0--70.58.620.90.0---Total %1.736.53.40.0-41.63.91.22.30.0-7.42.631.76.60.0-40.87.10.92.10.0-10.1-PHF0.7190.9690.8390.000-0.9690.8440.5710.7270.000-0.8790.7290.9380.7500.000-0.9660.9800.6000.9060.000-0.9650.968Motorcycles0920-111000-11610-82000-222% Motorcycles0.01.84.3--1.91.90.00.0--1.02.91.41.1--1.42.00.00.0--1.41.6Cars & Light Goods22478440-5445216300-9832414880-5349412260-1321308% Cars & LightGoods95.795.693.6--95.496.3100.093.8--96.191.495.297.8--95.495.9100.089.7--95.095.4Buses0600-60020-22610-91010-219% Buses0.01.20.0--1.10.00.06.3--2.05.71.41.1--1.61.00.03.4--1.41.4Single-Unit Trucks1710-91000-10800-81010-220% Single-UnitTrucks4.31.42.1--1.61.90.00.0--1.00.01.80.0--1.41.00.03.4--1.41.5Articulated Trucks0000-00000-00100-10010-12% ArticulatedTrucks0.00.00.0--0.00.00.00.0--0.00.00.20.0--0.20.00.03.4--0.70.1Pedestrians----4-----0-----0-----1--% Pedestrians----100.0-----------------100.0-- Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Golden Road andPrivate Dr. – Int.#085-206Site Code: 11Start Date: 09/24/2020Page No: 7Peak Hour Data09/24/2020 3:15 PMEnding At09/24/2020 4:15 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherRoute 32(Norwich NLOutInTotal711184925441036761310919202518570108809200224784400060001710000004235004704RTLUP94 0 1 2 88 3 Out 102 0 1 2 98 1 In 196 0 2 4 186 4 Total Golden Road [E] R 54 0 1 0 52 1 T 16 0 0 0 16 0 L 32 0 0 2 30 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 118196025341136991888160116305601190OutInTotalRoute 32(Norwich NLULTRP01610088414320016200080000100090435350Private Driveway [W]Total3258331268In2132221139Out1126110129000000U02611129L01200012T29411098R000011PTurning Movement Peak Hour Data Plot (3:15 PM) Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Occum Lane andPrivate Dr. – Int.# 085-209Site Code: 12Start Date: 09/24/2020Page No: 1Turning Movement DataStart TimeRoute 32(Norwich NL Turnpike)Occum LaneRoute 32(Norwich NL Turnpike)Private DrivewaySouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total6:00 AM6231003070000703200032002002716:15 AM7391004740100504000040004004966:30 AM13371005140000404900049001300131176:45 AM2160200831202001405820060006006163Hourly Total47159500211270300300179200181002500254477:00 AM18914001131101001226000062111401162037:15 AM281272001571300011308220084311100152697:30 AM33117800158152200191109000110501200173047:45 AM3578900122120100131610006210260027224Hourly Total114413230055051240157431220031810263017510008:00 AM2356300821301011417420077312000241978:15 AM238970011980100905900059111700192068:30 AM31901000131912001208930092012300242598:45 AM3663900108150210180590005913200024209Hourly Total1132982900440451611531281500287568000918719:00 AM0000000000000000000000000*** BREAK ***-------------------------Hourly Total00000000000000000000000002:00 PM53107800168142500211107200110555100613602:15 PM641052300192171000182106300111215600593802:30 PM58102900169172400232103200107655300643632:45 PM60132140020693500172862009024440050363Hourly Total2354465400735578140079740290041815152040023414663:00 PM64122140120091600161128100130535700654113:15 PM50125140018982500152138100141545300624073:30 PM61141160021883300144129400137736100714403:45 PM78132140022417220021114360015052700077472Hourly Total25352058018314281600668538120055822122410027517304:00 PM771382300238174400251121100123935200644504:15 PM761162300215101300140123401127126300664224:30 PM811052400210103500184114300121936900814304:45 PM6291240017714450023010020010253680176378Hourly Total296450940084051121700805458100147324112520128716805:00 PM58841400156181600251121200124366700763815:15 PM639819001802031002418820091344300503455:30 PM60651800143101200130105400109564500563215:45 PM5169130013361200936860077111620074293Hourly Total2323166400612546110071538214004012217217002561340 6:00 PM394813001001012021317640081333600422366:15 PM525917001281314041816650072733700472656:30 PM45671100123932001436410068814100502556:45 PM4258100011066500170606006654440053246Hourly Total178232510046138111306625266160028723111580019210027:00 PM32557009420300505110052764700602117:15 PM4466110012140200624630051633000392177:30 PM263710007371100915110053524002471827:45 PM2438900716120091361003813330037155Hourly Total1261963700359192800294184600194191415002183765Grand Total159430304150150393845092185273930027601311714088139004161810301Approach %31.660.18.20.0--72.99.517.50.2--1.396.32.40.0--8.75.485.90.0---Total %15.529.44.00.0-48.93.70.50.90.0-5.10.429.10.70.0-30.31.40.913.50.0-15.7-Motorcycles52650-363100-412500-260050-571% Motorcycles0.30.91.2--0.70.82.00.00.0-0.82.60.80.0--0.80.00.00.4--0.30.7Cars & Light Goods156029224030-488537649911-517372875740-29861398813680-15959983% Cars & LightGoods97.996.497.1--96.997.998.098.9100.0-98.194.995.897.4--95.899.3100.098.4--98.696.9Buses92100-301000-112710-290000-060% Buses0.60.70.0--0.60.30.00.00.0-0.22.60.91.3--0.90.00.00.0--0.00.6Single-Unit Trucks165150-724000-405810-5910170-18153% Single-UnitTrucks1.01.71.2--1.41.00.00.00.0-0.80.01.91.3--1.90.70.01.2--1.11.5Articulated Trucks41020-160010-101700-170000-034% ArticulatedTrucks0.30.30.5--0.30.00.01.10.0-0.20.00.60.0--0.50.00.00.0--0.00.3Pedestrians----1-----8-----1-----4--% Pedestrians----100.0-----100.0-----100.0-----100.0-- Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Occum Lane andPrivate Dr. – Int.# 085-209Site Code: 12Start Date: 09/24/2020Page No: 309/24/2020 6:00 AMEnding At09/24/2020 8:00 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherRoute 32(Norwich NLOutInTotal3336694619488595042830587972151171633477650399815526500156029224030092100016515004102011594303041501RTLUP543 2 5 1 529 6 Out 527 1 4 1 517 4 In 1070 3 9 2 1046 10 Total Occum Lane [E] R 384 0 4 1 376 3 T 50 0 0 0 49 1 L 92 1 0 0 91 0 U 1 0 0 0 1 0 P 8 8 0 0 0 0 2626523152298661382129505259111111728326231176379OutInTotalRoute 32(Norwich NLULTRP00251007428753700127100158000017010763002391Private Driveway [W]Total113278103543338In5159501801618Out61683101741720000000U5136801701390L08800088T0139010140R000044PTurning Movement Data Plot Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Occum Lane andPrivate Dr. – Int.# 085-209Site Code: 12Start Date: 09/24/2020Page No: 4Turning Movement Peak Hour Data (7:00 AM)Start TimeRoute 32(Norwich NL Turnpike)Occum LaneRoute 32(Norwich NL Turnpike)Private DrivewaySouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total7:00 AM18914001131101001226000062111401162037:15 AM281272001571300011308220084311100152697:30 AM33117800158152200191109000110501200173047:45 AM3578900122120100131610006210260027224Total11441323005505124015743122003181026301751000Approach %20.775.14.20.0--89.53.57.00.0--1.398.10.60.0--13.32.784.00.0---Total %11.441.32.30.0-55.05.10.20.40.0-5.70.431.20.20.0-31.81.00.26.30.0-7.5-PHF0.8140.8130.6390.000-0.8700.8500.2500.5000.000-0.7500.5000.7160.2500.000-0.7230.5000.5000.6060.000-0.6940.822Motorcycles0300-30000-00100-10000-04% Motorcycles0.00.70.0--0.50.00.00.0--0.00.00.30.0--0.30.00.00.0--0.00.4Cars & Light Goods113397210-53150240-56429610-301102600-72960% Cars & LightGoods99.196.191.3--96.598.0100.0100.0--98.2100.094.950.0--94.7100.0100.095.2--96.096.0Buses1200-30000-00210-30000-06% Buses0.90.50.0--0.50.00.00.0--0.00.00.650.0--0.90.00.00.0--0.00.6Single-Unit Trucks0910-101000-101000-100030-324% Single-UnitTrucks0.02.24.3--1.82.00.00.0--1.80.03.20.0--3.10.00.04.8--4.02.4Articulated Trucks0210-30000-00300-30000-06% ArticulatedTrucks0.00.54.3--0.50.00.00.0--0.00.01.00.0--0.90.00.00.0--0.00.6Pedestrians----0-----1-----0-----1--% Pedestrians----------100.0-----------100.0-- Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Occum Lane andPrivate Dr. – Int.# 085-209Site Code: 12Start Date: 09/24/2020Page No: 5Peak Hour Data09/24/2020 7:00 AMEnding At09/24/2020 8:00 AMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherRoute 32(Norwich NLOutInTotal1344065319372351410243364265509760300011339721001200009100021001144132300RTLUP29 1 1 0 27 0 Out 57 0 1 0 56 0 In 86 1 2 0 83 0 Total Occum Lane [E] R 51 0 1 0 50 0 T 2 0 0 0 2 0 L 4 0 0 0 4 0 U 0 0 0 0 0 0 P 1 1 0 0 0 0 31441130171223591019235427318745OutInTotalRoute 32(Norwich NLULTRP00100012964001200001000003000231240Private Driveway [W]Total0188230193In07203075Out0116200118000000U06003063L020002T01000010R000011PTurning Movement Peak Hour Data Plot (7:00 AM) Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Occum Lane andPrivate Dr. – Int.# 085-209Site Code: 12Start Date: 09/24/2020Page No: 6Turning Movement Peak Hour Data (3:30 PM)Start TimeRoute 32(Norwich NL Turnpike)Occum LaneRoute 32(Norwich NL Turnpike)Private DrivewaySouthboundWestboundNorthboundEastboundRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalRightThruLeftU-TurnPedsApp.TotalInt. Total3:30 PM61141160021883300144129400137736100714403:45 PM781321400224172200211143600150527000774724:00 PM771382300238174400251121100123935200644504:15 PM76116230021510130014012340112712630066422Total29252776008955210120074651615015372210246002781784Approach %32.658.98.50.0--70.313.516.20.0--1.196.12.80.0--7.93.688.50.0---Total %16.429.54.30.0-50.22.90.60.70.0-4.10.328.90.80.0-30.11.20.613.80.0-15.6-PHF0.9360.9340.8260.000-0.9400.7650.6250.7500.000-0.7400.3750.9020.6250.000-0.8950.6110.8330.8790.000-0.9030.945Motorcycles11010-120100-10600-60020-221% Motorcycles0.31.91.3--1.30.010.00.0--1.40.01.20.0--1.10.00.00.8--0.71.2Cars & Light Goods285501740-860519120-726492150-51321102410-2721717% Cars & LightGoods97.695.197.4--96.198.190.0100.0--97.3100.095.3100.0--95.595.5100.098.0--97.896.2Buses2600-81000-10700-70000-016% Buses0.71.10.0--0.91.90.00.0--1.40.01.40.0--1.30.00.00.0--0.00.9Single-Unit Trucks4910-140000-001000-101030-428% Single-UnitTrucks1.41.71.3--1.60.00.00.0--0.00.01.90.0--1.94.50.01.2--1.41.6Articulated Trucks0100-10000-00100-10000-02% ArticulatedTrucks0.00.20.0--0.10.00.00.0--0.00.00.20.0--0.20.00.00.0--0.00.1Pedestrians----0-----0-----1-----0--% Pedestrians----------------100.0-------- Connecticut DOTP.O. Box 317546Newington, Connecticut, United States 06131(860) 594-2087 Todd.hiller@ct.govCount Name: Route 32 at Occum Lane andPrivate Dr. – Int.# 085-209Site Code: 12Start Date: 09/24/2020Page No: 7Peak Hour Data09/24/2020 3:30 PMEnding At09/24/2020 4:30 PMMotorcyclesCars & Light GoodsBusesSingle-Unit TrucksOtherRoute 32(Norwich NLOutInTotal8122078486016448816131427112814895170911010028550174002600049100010002925277600RTLUP92 0 1 0 90 1 Out 74 0 0 1 72 1 In 166 0 1 1 162 2 Total Occum Lane [E] R 52 0 0 1 51 0 T 10 0 0 0 9 1 L 12 0 0 0 12 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 10616534513104767131010201125615371098OutInTotalRoute 32(Norwich NLULTRP0060001549260007000010000010101551661Private Driveway [W]Total4581280595In2272040278Out2309240317000000U2241030246L01000010T02101022R000000PTurning Movement Peak Hour Data Plot (3:30 PM) Map Credit: Google.com New EnglandCOUNTS PO Box 1723Framingham, MA 01701 N Montville, CT Collected on September 16 & 18, 2021 Contact: Pat Padlo, P.E., PTOE # of TMC’s: 02ID: 777_067_BL Client: BL Companies # of ATR’s: 00 1 2 Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 9 40 0 0 6 41 2 0 2 0 7 0 4 2 2 7:15 AM 0 9 63 3 0 7 119 2 0 3 2 4 0 8 0 3 7:30 AM 0 7 105 9 0 9 112 6 0 10 3 11 0 9 1 4 7:45 AM 0 7 86 6 0 12 69 1 0 6 2 12 0 7 3 2 8:00 AM 0 9 66 6 0 19 49 5 0 3 1 5 0 4 1 4 8:15 AM 0 10 55 6 0 32 59 0 0 4 0 11 0 9 3 6 8:30 AM 0 11 50 6 0 31 73 7 0 6 4 14 0 21 6 30 8:45 AM 0 8 56 9 0 9 76 5 0 4 4 10 0 3 2 22 9:00 AM Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 28 127 5 0 8 83 5 0 8 3 26 0 4 2 6 4:15 PM 0 19 91 9 0 10 93 7 0 10 2 18 0 5 3 9 4:30 PM 0 17 103 5 0 16 107 3 0 4 3 19 0 6 1 5 4:45 PM 0 22 103 9 0 10 99 2 0 9 3 20 0 4 3 11 5:00 PM 0 20 104 2 0 10 88 5 0 3 2 29 0 8 1 3 5:15 PM 0 21 97 9 0 25 115 8 0 9 5 22 0 7 1 2 5:30 PM 0 17 80 5 0 13 75 3 0 8 5 17 0 5 2 7 5:45 PM 0 20 57 9 0 9 68 3 0 2 3 15 0 9 2 6 6:00 PM AM PEAK HOUR 7:15 AM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 8:15 AM 0 32 320 24 0 47 349 14 0 22 8 32 0 28 5 13 PHF HV %0.0%3.1%2.8%0.0%0.0%0.0%2.6%14.3%0.0%31.8%0.0%3.1%0.0%3.6%0.0%7.7% PM PEAK HOUR 4:30 PM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 5:30 PM 0 80 407 25 0 61 409 18 0 25 13 90 0 25 6 21 PHF HV %0.0%3.8%0.7%0.0%0.0%1.6%2.2%5.6%0.0%4.0%0.0%1.1%0.0%0.0%0.0%0.0% Golden Road Westbound PASSENGER CARS & HEAVY VEHICLES COMBINED Westbound Northbound Southbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Northbound Southbound Eastbound Northbound 0.82 Westbound 0.78 0.80 0.65 Southbound Eastbound 0.96 0.82 0.72 Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Northbound Westbound 0.89 Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Southbound Eastbound Route 32 (Norwich-New London Turnpike) Pat Padlo, P.E., PTOE 777_067_BL Location 1 Montville, CT Rte 32 (Norwich-New London Tpk) Golden Rd/Montville Commons Rd Eastbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road 9/16/2021 Thursday Clouds & Sun, 70°F New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 12:55 PM, 777_TMC_1 (Sept 16) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 1 4 0 0 0 3 1 0 1 0 0 0 0 0 0 7:30 AM 0 0 3 0 0 0 3 1 0 4 0 1 0 1 0 1 7:45 AM 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 8:00 AM 0 0 2 0 0 0 3 0 0 0 0 0 0 0 0 0 8:15 AM 0 1 2 0 0 0 2 0 0 1 0 0 0 0 0 0 8:30 AM 0 0 3 0 0 0 6 1 0 1 0 1 0 0 0 1 8:45 AM 0 0 1 0 0 0 3 0 0 0 0 1 0 0 0 0 9:00 AM Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 3 0 0 1 1 0 0 0 0 0 0 0 0 0 4:30 PM 0 2 0 0 0 1 4 0 0 1 0 0 0 0 0 0 4:45 PM 0 0 1 0 0 0 3 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 5:15 PM 0 1 0 0 0 0 1 0 0 0 0 1 0 0 0 0 5:30 PM 0 0 1 0 0 0 1 0 0 1 0 1 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM AM PEAK HOUR 7:15 AM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 8:15 AM 0 1 9 0 0 0 9 2 0 7 0 1 0 1 0 1 PHF PM PEAK HOUR 4:00 PM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 5:00 PM 0 2 6 0 0 2 10 0 0 1 0 0 0 0 0 0 PHF Location 1 777_067_BL Pat Padlo, P.E., PTOE Clouds & Sun, 70°F Thursday 9/16/2021 Golden Rd/Montville Commons Rd Rte 32 (Norwich-New London Tpk) Northbound Southbound Eastbound Westbound Montville, CT HEAVY VEHICLES Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Northbound Southbound Eastbound Westbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Northbound Southbound Eastbound Westbound 0.50 0.69 0.40 0.25 0.25 0.00 Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Northbound Southbound Eastbound Westbound 0.67 0.60 New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 12:55 PM, 777_TMC_1 (Sept 16) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 7:00 AM 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Start Time Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 4:00 PM 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 AM PEAK HOUR1 7:15 AM to Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM PEAK HOUR1 4:30 PM to Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 NOTE: Peak hour summaries here correspond to peak hours identified for passenger cars and heavy vehicles combined. Southbound Eastbound Westbound Northbound Southbound Eastbound Westbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Northbound Golden Road Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Eastbound WestboundSouthboundNorthbound Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Eastbound WestboundSouthbound Pat Padlo, P.E., PTOE 777_067_BL Location 1 Montville, CT Route 32 (Norwich-New London Turnpike) Route 32 (Norwich-New London Turnpike) PEDESTRIANS & BICYCLES Northbound Rte 32 (Norwich-New London Tpk) Golden Rd/Montville Commons Rd 9/16/2021 Thursday Clouds & Sun, 70°F Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 12:55 PM, 777_TMC_1 (Sept 16) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 11:00 AM 0 33 82 3 0 16 81 5 0 9 7 18 0 2 3 5 11:15 AM 0 25 86 10 0 11 93 8 0 3 2 29 0 15 1 8 11:30 AM 0 25 92 3 0 16 81 3 0 9 4 18 0 5 3 3 11:45 AM 0 30 102 11 0 14 81 2 0 7 1 26 0 3 0 7 12:00 PM 0 29 84 8 0 6 65 6 0 4 5 32 0 5 2 9 12:15 PM 0 19 82 9 0 16 74 5 0 9 1 16 0 5 6 14 12:30 PM 0 22 79 7 0 10 66 5 0 8 4 33 0 4 3 8 12:45 PM 0 19 87 4 0 10 67 8 0 7 2 22 0 5 4 4 7:00 PM MID PEAK HOUR 11:00 AM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 12:00 PM 0 113 362 27 0 57 336 18 0 28 14 91 0 25 7 23 PHF HV %0.0%0.0%0.8%0.0%0.0%0.0%0.0%0.0%0.0%3.6%0.0%0.0%0.0%0.0%0.0%0.0% 9/18/2021 Saturday Clouds & Sun, 70°F Pat Padlo, P.E., PTOE 777_067_BL Location 1 Montville, CT Rte 32 (Norwich-New London Tpk) Golden Rd/Montville Commons Rd Westbound PASSENGER CARS & HEAVY VEHICLES COMBINED 0.98 0.57 Southbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Northbound EastboundNorthbound Route 32 (Norwich-New London Turnpike) 0.88 0.92 Golden Road WestboundSouthboundEastbound Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 12:58 PM, 777_TMC_1 (Sept 18) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 11:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM MID PEAK HOUR 11:45 AM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 12:45 PM 0 0 3 0 0 0 2 0 0 0 0 1 0 0 0 0 PHF 0.50 0.25 0.000.38 Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Northbound Southbound Eastbound Westbound Route 32 (Norwich-New London Turnpike) Southbound Eastbound WestboundNorthbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Pat Padlo, P.E., PTOE 777_067_BL Location 1 Montville, CT HEAVY VEHICLES Rte 32 (Norwich-New London Tpk) Golden Rd/Montville Commons Rd 9/18/2021 Saturday Clouds & Sun, 70°F New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 12:58 PM, 777_TMC_1 (Sept 18) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM MID PEAK HOUR 11:00 AM to Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 NOTE: Peak hour summaries here correspond to peak hours identified for passenger car and heavy vehicles combined. Eastbound Westbound Pat Padlo, P.E., PTOE 777_067_BL Location 1 Montville, CT Rte 32 (Norwich-New London Tpk) Golden Rd/Montville Commons Rd 9/18/2021 Saturday Clouds & Sun, 70°F Northbound Southbound PEDESTRIANS & BICYCLES Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Montville Commons Road Golden Road Northbound Southbound Eastbound Westbound New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 12:58 PM, 777_TMC_1 (Sept 18) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 2 43 0 0 3 48 19 0 15 0 1 0 0 0 9 7:15 AM 0 0 75 1 0 4 130 29 0 19 0 1 0 1 1 10 7:30 AM 0 3 119 0 0 3 126 21 0 16 0 3 0 2 2 18 7:45 AM 0 1 102 1 0 7 78 41 0 19 0 3 0 2 0 8 8:00 AM 0 0 82 1 0 7 68 20 0 20 0 0 0 1 0 12 8:15 AM 0 2 71 0 0 8 91 28 0 18 0 2 0 2 0 14 8:30 AM 0 1 85 2 0 6 110 28 0 21 1 1 0 3 0 15 8:45 AM 0 2 79 1 0 11 86 46 0 25 0 0 0 3 0 15 9:00 AM Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 1 146 1 0 18 86 83 0 63 2 3 0 2 3 15 4:15 PM 0 6 106 3 0 30 100 67 0 60 2 6 0 9 3 15 4:30 PM 0 3 109 1 0 25 111 79 0 64 1 9 0 1 4 13 4:45 PM 0 8 125 0 0 22 105 64 0 59 6 6 0 2 2 14 5:00 PM 0 6 103 0 0 23 105 58 0 66 4 4 0 5 2 20 5:15 PM 0 5 118 0 0 14 129 77 0 55 1 7 0 6 3 11 5:30 PM 0 3 94 1 0 22 79 68 0 56 4 7 0 3 0 13 5:45 PM 0 3 67 1 0 19 78 55 0 46 1 6 0 3 2 10 6:00 PM AM PEAK HOUR 7:15 AM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 8:15 AM 0 4 378 3 0 21 402 111 0 74 0 7 0 6 3 48 PHF HV %0.0%25.0%3.4%33.3%0.0%4.8%2.7%3.6%0.0%6.8%0.0%0.0%0.0%0.0%0.0%0.0% PM PEAK HOUR 4:00 PM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 5:00 PM 0 18 486 5 0 95 402 293 0 246 11 24 0 14 12 57 PHF HV %0.0%5.6%1.4%0.0%0.0%1.1%3.0%0.3%0.0%0.0%0.0%0.0%0.0%0.0%0.0%1.8% Occum Lane Eastbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane 9/16/2021 Thursday Clouds & Sun, 70°F Pat Padlo, P.E., PTOE 777_067_BL Location 2 Montville, CT Rte 32 (Norwich-New London Tpk) 0.86 0.92 0.77 Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Northbound Westbound 0.95 Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Southbound Eastbound Route 32 (Norwich-New London Turnpike) Northbound Southbound Eastbound Northbound 0.65 Westbound 0.79 0.82 0.92 Southbound Eastbound Occum Lane Westbound PASSENGER CARS & HEAVY VEHICLES COMBINED Westbound Northbound Southbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 1:00 PM, 777_TMC_2 (Sept 16) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 7:00 AM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 7:15 AM 0 0 5 1 0 0 4 2 0 1 0 0 0 0 0 0 7:30 AM 0 1 4 0 0 1 3 1 0 1 0 0 0 0 0 0 7:45 AM 0 0 2 0 0 0 1 1 0 2 0 0 0 0 0 0 8:00 AM 0 0 2 0 0 0 3 0 0 1 0 0 0 0 0 0 8:15 AM 0 1 2 0 0 0 2 1 0 0 0 0 0 0 0 0 8:30 AM 0 0 5 0 0 0 7 1 0 1 0 0 0 0 0 1 8:45 AM 0 0 1 0 0 0 3 2 0 0 0 0 0 0 0 0 9:00 AM Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 4:00 PM 0 0 1 0 0 0 2 0 0 0 0 0 0 0 0 1 4:15 PM 0 1 3 0 0 1 2 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 2 0 0 0 4 1 0 0 0 0 0 0 0 0 5:00 PM 0 0 2 0 0 0 1 1 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 5:30 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 PM AM PEAK HOUR 7:15 AM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 8:15 AM 0 1 13 1 0 1 11 4 0 5 0 0 0 0 0 0 PHF PM PEAK HOUR 4:00 PM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 5:00 PM 0 1 7 0 0 1 12 1 0 0 0 0 0 0 0 1 PHF Northbound Southbound Eastbound Westbound 0.50 0.70 0.63 0.67 0.63 0.00 0.00 0.25 Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Northbound Southbound Eastbound Westbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Northbound Southbound Eastbound Westbound Northbound Southbound Eastbound Westbound Montville, CT HEAVY VEHICLES Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Location 2 777_067_BL Pat Padlo, P.E., PTOE Clouds & Sun, 70°F Thursday 9/16/2021 Occum Lane Rte 32 (Norwich-New London Tpk) New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 1:00 PM, 777_TMC_2 (Sept 16) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Start Time Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AM PEAK HOUR1 7:15 AM to Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 PM PEAK HOUR1 4:00 PM to Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 NOTE: Peak hour summaries here correspond to peak hours identified for passenger cars and heavy vehicles combined. Pat Padlo, P.E., PTOE 777_067_BL Location 2 Montville, CT Route 32 (Norwich-New London Turnpike) Route 32 (Norwich-New London Turnpike) PEDESTRIANS & BICYCLES Northbound Rte 32 (Norwich-New London Tpk) Occum Lane 9/16/2021 Thursday Clouds & Sun, 70°F Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Eastbound WestboundSouthbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Eastbound WestboundSouthboundNorthbound Southbound Eastbound Westbound Northbound Southbound Eastbound Westbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Northbound Occum Lane New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 1:00 PM, 777_TMC_2 (Sept 16) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 11:00 AM 0 1 97 2 0 23 93 55 0 56 5 8 0 4 3 18 11:15 AM 0 3 101 1 0 14 93 65 0 43 2 5 0 10 1 16 11:30 AM 0 1 108 1 0 14 90 63 0 62 2 7 0 5 6 18 11:45 AM 0 5 122 1 0 9 89 59 0 58 4 4 0 4 3 15 12:00 PM 0 4 103 0 0 14 76 69 0 60 3 6 0 1 2 19 12:15 PM 0 4 114 2 0 21 91 63 0 55 5 3 0 3 4 18 12:30 PM 0 5 91 3 0 20 69 85 0 61 6 7 0 2 5 14 12:45 PM 0 1 110 0 0 19 81 79 0 56 1 9 0 2 2 14 7:00 PM MID PEAK HOUR 11:30 AM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 12:30 PM 0 14 447 4 0 58 346 254 0 235 14 20 0 13 15 70 PHF HV %0.0%0.0%0.7%0.0%0.0%0.0%0.3%0.4%0.0%0.0%0.0%0.0%0.0%0.0%0.0%0.0% 9/18/2021 Saturday Clouds & Sun, 70°F Pat Padlo, P.E., PTOE 777_067_BL Location 2 Montville, CT Rte 32 (Norwich-New London Tpk) Occum Lane Westbound PASSENGER CARS & HEAVY VEHICLES COMBINED 0.95 0.84 Southbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Northbound EastboundNorthbound Route 32 (Norwich-New London Turnpike) 0.91 0.94 Occum Lane WestboundSouthboundEastbound Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 1:03 PM, 777_TMC_2 (Sept 18) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 11:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 12:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 7:00 PM MID PEAK HOUR 12:00 PM to U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 1:00 PM 0 0 3 0 0 1 1 1 0 0 0 0 0 0 0 0 PHF 0.75 0.00 0.000.38 Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Northbound Southbound Eastbound Westbound Route 32 (Norwich-New London Turnpike) Southbound Eastbound WestboundNorthbound Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Pat Padlo, P.E., PTOE 777_067_BL Location 2 Montville, CT HEAVY VEHICLES Rte 32 (Norwich-New London Tpk) Occum Lane 9/18/2021 Saturday Clouds & Sun, 70°F New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 1:03 PM, 777_TMC_2 (Sept 18) Client: Project #: BTD #: Location: Street 1: Street 2: Count Date: Day of Week: Weather: Start Time Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM MID PEAK HOUR 11:30 AM to Left Thru Right PED Left Thru Right PED Left Thru Right PED Left Thru Right PED 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 NOTE: Peak hour summaries here correspond to peak hours identified for passenger car and heavy vehicles combined. Eastbound Westbound Pat Padlo, P.E., PTOE 777_067_BL Location 2 Montville, CT Rte 32 (Norwich-New London Tpk) Occum Lane 9/18/2021 Saturday Clouds & Sun, 70°F Northbound Southbound PEDESTRIANS & BICYCLES Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Route 32 (Norwich-New London Turnpike)Route 32 (Norwich-New London Turnpike)Occum Lane Occum Lane Northbound Southbound Eastbound Westbound New EnglandCOUNTS PO Box 1723 Framingham, MA 01701 9/21/2021, 1:03 PM, 777_TMC_2 (Sept 18) APPENDIX CAPACITY ANALYSES APPENDIX EXISTING Proposed Development Existing Conditions Level of Service Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021AAMontville Commons North C C A Occum Ln B CT Route 32AAANew London Tpke / CT Route 32ACMontville Commons South C A Golden Rd CBB SITE A B U Lanes, Volumes, Timings Existing Conditions 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 63 2 10 4 2 51 2 312 4 23 413 114 Future Volume (vph) 63 2 10 4 2 51 2 312 4 23 413 114 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.878 0.998 0.850 Flt Protected 0.950 0.955 0.997 0.950 0.950 Satd. Flow (prot) 1681 1690 1583 0 1631 0 1770 3532 0 1770 3539 1583 Flt Permitted 0.950 0.955 0.997 0.492 0.529 Satd. Flow (perm) 1681 1690 1583 0 1631 0 916 3532 0 985 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 189 55 2 182 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 68 2 11 4 2 55 2 339 4 25 449 124 Shared Lane Traffic (%) 49% Lane Group Flow (vph) 35 35 11 0 61 0 2 343 0 25 449 124 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 15.5 15.5 15.5 15.0 15.0 10.2 29.3 10.2 29.3 29.3 Total Split (%) 22.1% 22.1% 22.1% 21.4% 21.4% 14.6% 41.9% 14.6% 41.9% 41.9% Maximum Green (s) 10.0 10.0 10.0 10.0 10.0 6.0 23.4 6.0 23.4 23.4 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None None C-Max None C-Max C-Max Walk Time (s)3.0 3.0 Lanes, Volumes, Timings Existing Conditions 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 7.2 7.2 7.2 7.1 48.8 47.8 50.2 49.8 47.8 Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.70 0.68 0.72 0.71 0.68 v/c Ratio 0.20 0.20 0.03 0.29 0.00 0.14 0.03 0.18 0.11 Control Delay 31.6 31.6 0.2 14.3 2.0 3.0 6.3 7.6 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.6 31.6 0.2 14.3 2.0 3.0 6.3 7.6 1.1 LOS C C A B A A A A A Approach Delay 27.3 14.3 3.0 6.2 Approach LOS C B A A Queue Length 50th (ft) 14 14 0 2 0 12 4 45 0 Queue Length 95th (ft) 41 41 0 34 m0 21 13 95 12 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 240 241 388 280 721 2412 775 2517 1138 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 0.15 0.15 0.03 0.22 0.00 0.14 0.03 0.18 0.11 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 15 (21%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 7.2 Intersection LOS: A Intersection Capacity Utilization 37.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings Existing Conditions 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 3 34 18 9 17 37 261 20 49 374 7 Future Volume (vph) 14 3 34 18 9 17 37 261 20 49 374 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.949 0.989 0.997 Flt Protected 0.960 0.980 0.950 0.950 Satd. Flow (prot) 0 1788 1583 0 1732 0 1770 1842 0 1770 3529 0 Flt Permitted 0.780 0.857 0.509 0.359 Satd. Flow (perm) 0 1453 1583 0 1515 0 948 1842 0 669 3529 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 198 18 6 3 Link Speed (mph) 25 25 40 40 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 18.6 34.0 24.4 5.4 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 Adj. Flow (vph) 15 3 37 20 10 18 40 284 22 53 407 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 18 37 0 48 0 40 306 0 53 415 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 15.3 15.3 15.3 14.9 14.9 11.2 28.6 11.2 28.6 Total Split (%) 21.9% 21.9% 21.9% 21.3% 21.3% 16.0% 40.9% 16.0% 40.9% Maximum Green (s) 10.0 10.0 10.0 10.0 10.0 7.0 22.0 7.0 22.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 7.5 7.5 7.1 30.6 22.0 49.5 43.8 Lanes, Volumes, Timings Existing Conditions 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.11 0.11 0.10 0.44 0.31 0.71 0.63 v/c Ratio 0.12 0.11 0.28 0.08 0.52 0.07 0.19 Control Delay 29.6 0.6 24.5 8.2 23.2 11.0 16.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 0.6 24.5 8.2 23.2 11.0 16.5 LOS C A C A C B B Approach Delay 10.1 24.5 21.5 15.9 Approach LOS B C C B Queue Length 50th (ft) 7 0 12 6 105 8 43 Queue Length 95th (ft) 24 0 40 21 177 42 134 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 207 395 231 509 583 810 2209 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 0.09 0.09 0.21 0.08 0.52 0.07 0.19 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 18.1 Intersection LOS: B Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings Existing Conditions 9: SITE Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 305 0 0 437 Future Volume (vph) 0 0 305 0 0 437 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt Flt Protected Satd. Flow (prot) 1863 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1863 0 3539 0 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 332 0 0 475 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 332 0 0 475 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.4% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC Existing Conditions 9: SITE Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 305 0 0 437 Future Vol, veh/h 0 0 305 0 0 437 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 332 0 0 475 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 570 166 0 0 332 0 Stage 1 332 - - - - - Stage 2 238 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 452 849 - - 1224 - Stage 1 699 - - - - - Stage 2 779 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 452 849 - - 1224 - Mov Cap-2 Maneuver 452 - - - - - Stage 1 699 - - - - - Stage 2 779 - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1224 - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - Proposed Development Existing Conditions Level of Service Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021BDMontville Commons North D D A Occum Ln C CT Route 32ACANew London Tpke / CT Route 32ADMontville Commons South D A Golden Rd CAA SITE C B U Lanes, Volumes, Timings Existing Conditions 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 246 10 22 12 10 52 15 516 6 76 527 292 Future Volume (vph) 246 10 22 12 10 52 15 516 6 76 527 292 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.905 0.998 0.850 Flt Protected 0.950 0.956 0.992 0.950 0.950 Satd. Flow (prot) 1681 1692 1583 0 1672 0 1770 3532 0 1770 3539 1583 Flt Permitted 0.950 0.956 0.992 0.323 0.327 Satd. Flow (perm) 1681 1692 1583 0 1672 0 602 3532 0 609 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 147 57 1 317 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 267 11 24 13 11 57 16 561 7 83 573 317 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 139 139 24 0 81 0 16 568 0 83 573 317 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 27.5 27.5 27.5 19.0 19.0 10.2 33.3 10.2 33.3 33.3 Total Split (%) 30.6% 30.6% 30.6% 21.1% 21.1% 11.3% 37.0% 11.3% 37.0% 37.0% Maximum Green (s) 22.0 22.0 22.0 14.0 14.0 6.0 27.4 6.0 27.4 27.4 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 1.5 1.5 1.5 2.0 2.0 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None Max C-Max Max C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings Existing Conditions 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 11.5 11.5 11.5 7.6 54.3 27.4 54.3 27.4 27.4 Actuated g/C Ratio 0.13 0.13 0.13 0.08 0.60 0.30 0.60 0.30 0.30 v/c Ratio 0.65 0.64 0.07 0.42 0.02 0.53 0.12 0.53 0.45 Control Delay 50.7 50.4 0.4 23.2 18.3 43.9 8.4 28.2 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.7 50.4 0.4 23.2 18.3 43.9 8.4 28.2 5.2 LOS D D A C B D A C A Approach Delay 46.6 23.2 43.2 19.0 Approach LOS D C D B Queue Length 50th (ft) 80 80 0 13 6 154 16 141 0 Queue Length 95th (ft) 135 135 0 55 m11 m202 43 193 58 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 410 413 498 308 691 1075 693 1077 702 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 0.34 0.34 0.05 0.26 0.02 0.53 0.12 0.53 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 81 (90%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 30.7 Intersection LOS: C Intersection Capacity Utilization 45.4% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings Existing Conditions 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 29 12 98 32 16 54 90 435 35 47 500 23 Future Volume (vph) 29 12 98 32 16 54 90 435 35 47 500 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.928 0.989 0.993 Flt Protected 0.966 0.984 0.950 0.950 Satd. Flow (prot) 0 1799 1583 0 1701 0 1770 1842 0 1770 3514 0 Flt Permitted 0.966 0.984 0.439 0.163 Satd. Flow (perm) 0 1799 1583 0 1701 0 818 1842 0 304 3514 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 154 51 5 5 Link Speed (mph) 25 25 40 30 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 18.6 34.0 24.4 7.2 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 Adj. Flow (vph) 32 13 107 35 17 59 98 473 38 51 543 25 Shared Lane Traffic (%) Lane Group Flow (vph) 0 45 107 0 111 0 98 511 0 51 568 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 custom NA Perm custom NA pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 26.3 26.3 26.3 14.9 14.9 14.2 37.6 11.2 34.6 Total Split (%) 29.2% 29.2% 29.2% 16.6% 16.6% 15.8% 41.8% 12.4% 38.4% Maximum Green (s) 21.0 21.0 21.0 10.0 10.0 10.0 31.0 7.0 28.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 8.1 8.1 8.9 40.8 31.0 63.1 52.4 Lanes, Volumes, Timings Existing Conditions 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.09 0.09 0.10 0.45 0.34 0.70 0.58 v/c Ratio 0.28 0.38 0.52 0.22 0.80 0.08 0.28 Control Delay 42.2 6.3 30.4 9.7 37.8 7.1 3.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.2 6.3 30.4 9.7 37.8 7.1 3.7 LOS D A C A D A A Approach Delay 17.0 30.4 33.3 4.0 Approach LOS B C C A Queue Length 50th (ft) 25 0 33 18 258 2 17 Queue Length 95th (ft) 56 21 80 45 #420 m10 25 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 419 487 247 500 637 628 2047 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 0.11 0.22 0.45 0.20 0.80 0.08 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 54.9% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings Existing Conditions 9: SITE Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 527 0 0 565 Future Volume (vph) 0 0 527 0 0 565 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt Flt Protected Satd. Flow (prot) 1863 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1863 0 3539 0 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 573 0 0 614 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 573 0 0 614 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.0% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC Existing Conditions 9: SITE Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 527 0 0 565 Future Vol, veh/h 0 0 527 0 0 565 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 573 0 0 614 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 880 287 0 0 573 0 Stage 1 573 - - - - - Stage 2 307 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 287 710 - - 996 - Stage 1 527 - - - - - Stage 2 719 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 287 710 - - 996 - Mov Cap-2 Maneuver 287 - - - - - Stage 1 527 - - - - - Stage 2 719 - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 996 - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - Proposed Development Existing Conditions Level of Service Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021ABMontville Commons North E E A Occum Ln C CT Route 32ACANew London Tpke / CT Route 32ACMontville Commons South D A Golden Rd DAA SITE C B U Lanes, Volumes, Timings Existing Conditions 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 235 14 20 13 15 70 14 447 4 58 346 254 Future Volume (vph) 235 14 20 13 15 70 14 447 4 58 346 254 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.903 0.999 0.850 Flt Protected 0.950 0.957 0.993 0.950 0.950 Satd. Flow (prot) 1681 1694 1583 0 1670 0 1770 3536 0 1770 3539 1583 Flt Permitted 0.950 0.957 0.993 0.487 0.392 Satd. Flow (perm) 1681 1694 1583 0 1670 0 907 3536 0 730 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 132 76 1 276 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 255 15 22 14 16 76 15 486 4 63 376 276 Shared Lane Traffic (%) 47% Lane Group Flow (vph) 135 135 22 0 106 0 15 490 0 63 376 276 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 31.9 31.9 31.9 20.0 20.0 10.2 37.9 10.2 37.9 37.9 Total Split (%) 31.9% 31.9% 31.9% 20.0% 20.0% 10.2% 37.9% 10.2% 37.9% 37.9% Maximum Green (s) 26.4 26.4 26.4 15.0 15.0 6.0 32.0 6.0 32.0 32.0 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None Max C-Max Max C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings Existing Conditions 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 12.4 12.4 12.4 7.9 60.8 32.0 60.8 32.0 32.0 Actuated g/C Ratio 0.12 0.12 0.12 0.08 0.61 0.32 0.61 0.32 0.32 v/c Ratio 0.65 0.64 0.07 0.53 0.02 0.43 0.09 0.33 0.40 Control Delay 55.5 55.1 0.5 26.0 5.1 13.6 8.1 26.9 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.5 55.1 0.5 26.0 5.1 13.6 8.1 26.9 5.0 LOS E E A C A B A C A Approach Delay 51.2 26.0 13.4 16.8 Approach LOS D C B B Queue Length 50th (ft) 87 87 0 18 2 46 13 95 0 Queue Length 95th (ft) 145 145 0 69 m4 62 35 135 56 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 443 447 515 315 785 1132 725 1132 694 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 0.30 0.30 0.04 0.34 0.02 0.43 0.09 0.33 0.40 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 7 (7%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 22.5 Intersection LOS: C Intersection Capacity Utilization 42.4% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings Existing Conditions 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 28 14 91 25 7 23 113 362 27 57 336 18 Future Volume (vph) 28 14 91 25 7 23 113 362 27 57 336 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.944 0.990 0.992 Flt Protected 0.968 0.978 0.950 0.950 Satd. Flow (prot) 0 1803 1583 0 1720 0 1770 1844 0 1770 3511 0 Flt Permitted 0.968 0.978 0.524 0.294 Satd. Flow (perm) 0 1803 1583 0 1720 0 976 1844 0 548 3511 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 184 25 4 6 Link Speed (mph) 25 25 40 40 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 18.6 34.0 24.4 5.4 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 Adj. Flow (vph) 30 15 99 27 8 25 123 393 29 62 365 20 Shared Lane Traffic (%) Lane Group Flow (vph) 0 45 99 0 60 0 123 422 0 62 385 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 custom NA Perm custom NA pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 26.3 26.3 26.3 17.9 17.9 18.2 44.6 11.2 37.6 Total Split (%) 26.3% 26.3% 26.3% 17.9% 17.9% 18.2% 44.6% 11.2% 37.6% Maximum Green (s) 21.0 21.0 21.0 13.0 13.0 14.0 38.0 7.0 31.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 1.5 1.5 1.5 2.0 2.0 1.5 1.5 1.5 1.5 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 7.6 7.6 6.9 46.7 38.0 75.6 62.6 Lanes, Volumes, Timings Existing Conditions 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.08 0.08 0.07 0.47 0.38 0.76 0.63 v/c Ratio 0.33 0.34 0.43 0.24 0.60 0.08 0.17 Control Delay 50.2 3.2 38.1 9.6 29.0 6.2 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.2 3.2 38.1 9.6 29.0 6.2 7.1 LOS D A D A C A A Approach Delay 17.9 38.1 24.6 7.0 Approach LOS B D C A Queue Length 50th (ft) 28 0 22 20 211 8 32 Queue Length 95th (ft) 62 0 60 46 313 27 49 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 378 477 245 642 703 792 2201 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 0.12 0.21 0.24 0.19 0.60 0.08 0.17 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 17.9 Intersection LOS: B Intersection Capacity Utilization 47.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings Existing Conditions 9: SITE Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 435 0 0 411 Future Volume (vph) 0 0 435 0 0 411 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt Flt Protected Satd. Flow (prot) 1863 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1863 0 3539 0 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 473 0 0 447 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 473 0 0 447 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.4% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC Existing Conditions 9: SITE Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 435 0 0 411 Future Vol, veh/h 0 0 435 0 0 411 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 473 0 0 447 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 697 237 0 0 473 0 Stage 1 473 - - - - - Stage 2 224 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 375 764 - - 1085 - Stage 1 593 - - - - - Stage 2 792 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 375 764 - - 1085 - Mov Cap-2 Maneuver 375 - - - - - Stage 1 593 - - - - - Stage 2 792 - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1085 - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - APPENDIX NO BUILD Proposed Development No Build Level of Service Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021AAMontville Commons North C C A Occum Ln B CT Route 32AAANew London Tpke / CT Route 32ACMontville Commons South C A Golden Rd CBB SITE A B U Lanes, Volumes, Timings No Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 64 2 10 4 2 51 2 314 4 23 416 115 Future Volume (vph) 64 2 10 4 2 51 2 314 4 23 416 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.878 0.998 0.850 Flt Protected 0.950 0.955 0.997 0.950 0.950 Satd. Flow (prot) 1681 1690 1583 0 1631 0 1770 3532 0 1770 3539 1583 Flt Permitted 0.950 0.955 0.997 0.491 0.528 Satd. Flow (perm) 1681 1690 1583 0 1631 0 915 3532 0 984 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 189 55 2 182 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 70 2 11 4 2 55 2 341 4 25 452 125 Shared Lane Traffic (%) 49% Lane Group Flow (vph) 36 36 11 0 61 0 2 345 0 25 452 125 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 15.5 15.5 15.5 15.0 15.0 10.2 29.3 10.2 29.3 29.3 Total Split (%) 22.1% 22.1% 22.1% 21.4% 21.4% 14.6% 41.9% 14.6% 41.9% 41.9% Maximum Green (s) 10.0 10.0 10.0 10.0 10.0 6.0 23.4 6.0 23.4 23.4 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None None C-Max None C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings No Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 7.2 7.2 7.2 7.1 48.8 47.8 50.2 49.8 47.8 Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.70 0.68 0.72 0.71 0.68 v/c Ratio 0.21 0.21 0.03 0.29 0.00 0.14 0.03 0.18 0.11 Control Delay 31.7 31.7 0.2 14.3 2.0 3.0 6.3 7.6 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.7 31.7 0.2 14.3 2.0 3.0 6.3 7.6 1.1 LOS C C A B A A A A A Approach Delay 27.5 14.3 2.9 6.2 Approach LOS C B A A Queue Length 50th (ft) 15 15 0 2 0 12 4 46 0 Queue Length 95th (ft) 42 42 0 34 m0 21 13 96 12 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 240 241 388 280 721 2412 774 2517 1138 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 0.15 0.15 0.03 0.22 0.00 0.14 0.03 0.18 0.11 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 15 (21%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 7.2 Intersection LOS: A Intersection Capacity Utilization 37.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings No Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 3 34 18 9 17 37 263 20 49 377 7 Future Volume (vph) 14 3 34 18 9 17 37 263 20 49 377 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.949 0.989 0.997 Flt Protected 0.960 0.980 0.950 0.950 Satd. Flow (prot) 0 1788 1583 0 1732 0 1770 1842 0 1770 3529 0 Flt Permitted 0.780 0.857 0.507 0.356 Satd. Flow (perm) 0 1453 1583 0 1515 0 944 1842 0 663 3529 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 198 18 6 3 Link Speed (mph) 25 25 40 30 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 18.6 34.0 24.4 7.2 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 Adj. Flow (vph) 15 3 37 20 10 18 40 286 22 53 410 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 18 37 0 48 0 40 308 0 53 418 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 15.3 15.3 15.3 14.9 14.9 11.2 28.6 11.2 28.6 Total Split (%) 21.9% 21.9% 21.9% 21.3% 21.3% 16.0% 40.9% 16.0% 40.9% Maximum Green (s) 10.0 10.0 10.0 10.0 10.0 7.0 22.0 7.0 22.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 7.5 7.5 7.1 30.6 22.0 49.5 43.8 Lanes, Volumes, Timings No Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.11 0.11 0.10 0.44 0.31 0.71 0.63 v/c Ratio 0.12 0.11 0.28 0.08 0.53 0.07 0.19 Control Delay 29.6 0.6 24.5 8.2 23.3 12.6 17.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.6 0.6 24.5 8.2 23.3 12.6 17.9 LOS C A C A C B B Approach Delay 10.1 24.5 21.6 17.3 Approach LOS B C C B Queue Length 50th (ft) 7 0 12 6 105 9 46 Queue Length 95th (ft) 24 0 40 21 178 50 149 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 207 395 231 508 583 808 2209 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 0.09 0.09 0.21 0.08 0.53 0.07 0.19 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 18.9 Intersection LOS: B Intersection Capacity Utilization 41.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings No Build 9: SITE Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 307 0 0 441 Future Volume (vph) 0 0 307 0 0 441 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt Flt Protected Satd. Flow (prot) 1863 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1863 0 3539 0 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 334 0 0 479 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 334 0 0 479 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.5% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC No Build 9: SITE Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 307 0 0 441 Future Vol, veh/h 0 0 307 0 0 441 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 334 0 0 479 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 574 167 0 0 334 0 Stage 1 334 - - - - - Stage 2 240 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 449 848 - - 1222 - Stage 1 697 - - - - - Stage 2 777 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 449 848 - - 1222 - Mov Cap-2 Maneuver 449 - - - - - Stage 1 697 - - - - - Stage 2 777 - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1222 - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - Proposed Development No Build Level of Service Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021BDMontville Commons North D D A Occum Ln C CT Route 32ACANew London Tpke / CT Route 32ADMontville Commons South D A Golden Rd CAA SITE C B U Lanes, Volumes, Timings No Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 248 10 22 12 10 52 15 520 6 77 531 294 Future Volume (vph) 248 10 22 12 10 52 15 520 6 77 531 294 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.905 0.998 0.850 Flt Protected 0.950 0.956 0.992 0.950 0.950 Satd. Flow (prot) 1681 1692 1583 0 1672 0 1770 3532 0 1770 3539 1583 Flt Permitted 0.950 0.956 0.992 0.320 0.324 Satd. Flow (perm) 1681 1692 1583 0 1672 0 596 3532 0 604 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 147 57 1 320 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 270 11 24 13 11 57 16 565 7 84 577 320 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 140 141 24 0 81 0 16 572 0 84 577 320 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 27.5 27.5 27.5 19.0 19.0 10.2 33.3 10.2 33.3 33.3 Total Split (%) 30.6% 30.6% 30.6% 21.1% 21.1% 11.3% 37.0% 11.3% 37.0% 37.0% Maximum Green (s) 22.0 22.0 22.0 14.0 14.0 6.0 27.4 6.0 27.4 27.4 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 1.5 1.5 1.5 2.0 2.0 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None Max C-Max Max C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings No Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 11.5 11.5 11.5 7.6 54.3 27.4 54.3 27.4 27.4 Actuated g/C Ratio 0.13 0.13 0.13 0.08 0.60 0.30 0.60 0.30 0.30 v/c Ratio 0.65 0.65 0.07 0.42 0.02 0.53 0.12 0.54 0.45 Control Delay 50.9 50.8 0.4 23.2 18.4 43.9 8.4 28.2 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.9 50.8 0.4 23.2 18.4 43.9 8.4 28.2 5.2 LOS D D A C B D A C A Approach Delay 46.9 23.2 43.2 19.0 Approach LOS D C D B Queue Length 50th (ft) 81 82 0 13 6 155 17 142 0 Queue Length 95th (ft) 135 136 0 55 m11 m203 43 194 58 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 410 413 498 308 688 1075 691 1077 704 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 0.34 0.34 0.05 0.26 0.02 0.53 0.12 0.54 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 81 (90%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 30.8 Intersection LOS: C Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings No Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 29 12 99 32 16 54 91 438 35 47 504 23 Future Volume (vph) 29 12 99 32 16 54 91 438 35 47 504 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.928 0.989 0.993 Flt Protected 0.966 0.984 0.950 0.950 Satd. Flow (prot) 0 1799 1583 0 1701 0 1770 1842 0 1770 3514 0 Flt Permitted 0.966 0.984 0.436 0.160 Satd. Flow (perm) 0 1799 1583 0 1701 0 812 1842 0 298 3514 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 154 51 5 5 Link Speed (mph) 30 25 40 40 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 15.5 34.0 24.4 5.4 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 Adj. Flow (vph) 32 13 108 35 17 59 99 476 38 51 548 25 Shared Lane Traffic (%) Lane Group Flow (vph) 0 45 108 0 111 0 99 514 0 51 573 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 custom NA Perm custom NA pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 26.3 26.3 26.3 14.9 14.9 14.2 37.6 11.2 34.6 Total Split (%) 29.2% 29.2% 29.2% 16.6% 16.6% 15.8% 41.8% 12.4% 38.4% Maximum Green (s) 21.0 21.0 21.0 10.0 10.0 10.0 31.0 7.0 28.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 8.1 8.1 8.9 40.8 31.0 63.1 52.3 Lanes, Volumes, Timings No Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.09 0.09 0.10 0.45 0.34 0.70 0.58 v/c Ratio 0.28 0.38 0.52 0.22 0.81 0.08 0.28 Control Delay 42.2 6.4 30.4 9.7 38.2 6.4 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.2 6.4 30.4 9.7 38.2 6.4 3.1 LOS D A C A D A A Approach Delay 17.0 30.4 33.6 3.3 Approach LOS B C C A Queue Length 50th (ft) 25 0 33 18 260 2 14 Queue Length 95th (ft) 56 21 80 45 #425 m10 21 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 419 487 247 498 637 626 2045 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 0.11 0.22 0.45 0.20 0.81 0.08 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 19.1 Intersection LOS: B Intersection Capacity Utilization 55.0% 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings No Build 9: SITE Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 531 0 0 570 Future Volume (vph) 0 0 531 0 0 570 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt Flt Protected Satd. Flow (prot) 1863 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1863 0 3539 0 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 577 0 0 620 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 577 0 0 620 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 19.1% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC No Build 9: SITE Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 531 0 0 570 Future Vol, veh/h 0 0 531 0 0 570 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 577 0 0 620 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 887 289 0 0 577 0 Stage 1 577 - - - - - Stage 2 310 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 284 708 - - 993 - Stage 1 525 - - - - - Stage 2 717 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 284 708 - - 993 - Mov Cap-2 Maneuver 284 - - - - - Stage 1 525 - - - - - Stage 2 717 - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 993 - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - Proposed Development No Build Level of Service Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021ABMontville Commons North E D A Occum Ln C CT Route 32ACANew London Tpke / CT Route 32ACMontville Commons South D A Golden Rd DAA SITE C B U Lanes, Volumes, Timings No Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 237 14 20 13 15 70 14 451 4 58 349 256 Future Volume (vph) 237 14 20 13 15 70 14 451 4 58 349 256 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.903 0.999 0.850 Flt Protected 0.950 0.957 0.993 0.950 0.950 Satd. Flow (prot) 1681 1694 1583 0 1670 0 1770 3536 0 1770 3539 1583 Flt Permitted 0.950 0.957 0.993 0.485 0.389 Satd. Flow (perm) 1681 1694 1583 0 1670 0 903 3536 0 725 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 132 76 1 278 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 258 15 22 14 16 76 15 490 4 63 379 278 Shared Lane Traffic (%) 47% Lane Group Flow (vph) 137 136 22 0 106 0 15 494 0 63 379 278 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 31.9 31.9 31.9 20.0 20.0 10.2 37.9 10.2 37.9 37.9 Total Split (%) 31.9% 31.9% 31.9% 20.0% 20.0% 10.2% 37.9% 10.2% 37.9% 37.9% Maximum Green (s) 26.4 26.4 26.4 15.0 15.0 6.0 32.0 6.0 32.0 32.0 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None Max C-Max Max C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings No Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 12.6 12.6 12.6 7.9 60.6 32.0 60.6 32.0 32.0 Actuated g/C Ratio 0.13 0.13 0.13 0.08 0.61 0.32 0.61 0.32 0.32 v/c Ratio 0.65 0.64 0.07 0.53 0.02 0.44 0.09 0.33 0.40 Control Delay 55.3 54.6 0.5 26.0 5.1 13.7 8.2 26.9 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.3 54.6 0.5 26.0 5.1 13.7 8.2 26.9 5.0 LOS E D A C A B A C A Approach Delay 50.9 26.0 13.5 16.8 Approach LOS D C B B Queue Length 50th (ft) 88 88 0 18 2 46 13 96 0 Queue Length 95th (ft) 146 145 0 69 m4 64 35 136 56 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 443 447 515 315 781 1132 721 1132 695 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 0.31 0.30 0.04 0.34 0.02 0.44 0.09 0.33 0.40 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 7 (7%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 22.5 Intersection LOS: C Intersection Capacity Utilization 42.5% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings No Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 28 14 92 25 7 23 114 365 27 57 339 18 Future Volume (vph) 28 14 92 25 7 23 114 365 27 57 339 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.944 0.990 0.992 Flt Protected 0.968 0.978 0.950 0.950 Satd. Flow (prot) 0 1803 1583 0 1720 0 1770 1844 0 1770 3511 0 Flt Permitted 0.968 0.978 0.522 0.290 Satd. Flow (perm) 0 1803 1583 0 1720 0 972 1844 0 540 3511 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 184 25 4 6 Link Speed (mph) 25 25 40 30 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 18.6 34.0 24.4 7.2 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 Adj. Flow (vph) 30 15 100 27 8 25 124 397 29 62 368 20 Shared Lane Traffic (%) Lane Group Flow (vph) 0 45 100 0 60 0 124 426 0 62 388 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 custom NA Perm custom NA pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 26.3 26.3 26.3 17.9 17.9 18.2 44.6 11.2 37.6 Total Split (%) 26.3% 26.3% 26.3% 17.9% 17.9% 18.2% 44.6% 11.2% 37.6% Maximum Green (s) 21.0 21.0 21.0 13.0 13.0 14.0 38.0 7.0 31.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 1.5 1.5 1.5 2.0 2.0 1.5 1.5 1.5 1.5 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 7.6 7.6 6.9 46.8 38.0 75.6 62.6 Lanes, Volumes, Timings No Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.08 0.08 0.07 0.47 0.38 0.76 0.63 v/c Ratio 0.33 0.35 0.43 0.25 0.61 0.08 0.18 Control Delay 50.2 3.2 38.1 9.6 29.2 7.4 8.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.2 3.2 38.1 9.6 29.2 7.4 8.8 LOS D A D A C A A Approach Delay 17.8 38.1 24.8 8.6 Approach LOS B D C A Queue Length 50th (ft) 28 0 22 20 213 9 34 Queue Length 95th (ft) 62 0 60 46 316 35 71 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 378 477 245 640 703 788 2199 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 0.12 0.21 0.24 0.19 0.61 0.08 0.18 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 18.6 Intersection LOS: B Intersection Capacity Utilization 47.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings No Build 9: SITE Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 438 0 0 414 Future Volume (vph) 0 0 438 0 0 414 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt Flt Protected Satd. Flow (prot) 1863 0 3539 0 0 3539 Flt Permitted Satd. Flow (perm) 1863 0 3539 0 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 0 476 0 0 450 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 476 0 0 450 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.4% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC No Build 9: SITE Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 438 0 0 414 Future Vol, veh/h 0 0 438 0 0 414 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 476 0 0 450 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 701 238 0 0 476 0 Stage 1 476 - - - - - Stage 2 225 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 373 763 - - 1082 - Stage 1 591 - - - - - Stage 2 791 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 373 763 - - 1082 - Mov Cap-2 Maneuver 373 - - - - - Stage 1 591 - - - - - Stage 2 791 - - - - - Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - - 1082 - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) - - 0 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - - 0 - APPENDIX BUILD Proposed Development 3 Build Level of Service Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021AAMontville Commons North C C A Occum Ln B CT Route 32AAANew London Tpke / CT Route 32ACMontville Commons South C A Golden Rd CBB SITE A B U Lanes, Volumes, Timings 3 Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 64 2 10 5 2 51 2 324 5 23 428 115 Future Volume (vph) 64 2 10 5 2 51 2 324 5 23 428 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.880 0.998 0.850 Flt Protected 0.950 0.955 0.996 0.950 0.950 Satd. Flow (prot) 1681 1690 1583 0 1633 0 1770 3532 0 1770 3539 1583 Flt Permitted 0.950 0.955 0.996 0.485 0.522 Satd. Flow (perm) 1681 1690 1583 0 1633 0 903 3532 0 972 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 189 55 2 182 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 70 2 11 5 2 55 2 352 5 25 465 125 Shared Lane Traffic (%) 49% Lane Group Flow (vph) 36 36 11 0 62 0 2 357 0 25 465 125 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 15.5 15.5 15.5 15.0 15.0 10.2 29.3 10.2 29.3 29.3 Total Split (%) 22.1% 22.1% 22.1% 21.4% 21.4% 14.6% 41.9% 14.6% 41.9% 41.9% Maximum Green (s) 10.0 10.0 10.0 10.0 10.0 6.0 23.4 6.0 23.4 23.4 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None None C-Max None C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings 3 Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 7.2 7.2 7.2 7.1 48.8 47.8 50.2 49.8 47.8 Actuated g/C Ratio 0.10 0.10 0.10 0.10 0.70 0.68 0.72 0.71 0.68 v/c Ratio 0.21 0.21 0.03 0.29 0.00 0.15 0.03 0.18 0.11 Control Delay 31.7 31.7 0.2 14.6 2.0 3.2 6.3 7.6 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.7 31.7 0.2 14.6 2.0 3.2 6.3 7.6 1.1 LOS C C A B A A A A A Approach Delay 27.5 14.6 3.2 6.2 Approach LOS C B A A Queue Length 50th (ft) 15 15 0 3 0 13 4 47 0 Queue Length 95th (ft) 42 42 0 35 m0 23 13 99 12 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 240 241 388 280 713 2412 767 2517 1138 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 0.15 0.15 0.03 0.22 0.00 0.15 0.03 0.18 0.11 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 15 (21%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 7.3 Intersection LOS: A Intersection Capacity Utilization 37.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings 3 Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 14 3 34 18 9 18 37 268 20 50 380 7 Future Volume (vph) 14 3 34 18 9 18 37 268 20 50 380 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.946 0.989 0.997 Flt Protected 0.960 0.980 0.950 0.950 Satd. Flow (prot) 0 1788 1583 0 1727 0 1770 1842 0 1770 3529 0 Flt Permitted 0.780 0.861 0.506 0.349 Satd. Flow (perm) 0 1453 1583 0 1517 0 943 1842 0 650 3529 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 198 20 6 3 Link Speed (mph) 25 25 40 30 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 18.6 34.0 24.4 7.2 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 Adj. Flow (vph) 15 3 37 20 10 20 40 291 22 54 413 8 Shared Lane Traffic (%) Lane Group Flow (vph) 0 18 37 0 50 0 40 313 0 54 421 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 Perm NA Perm Perm NA pm+pt NA pm+pt NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 15.3 15.3 15.3 14.9 14.9 11.2 28.6 11.2 28.6 Total Split (%) 21.9% 21.9% 21.9% 21.3% 21.3% 16.0% 40.9% 16.0% 40.9% Maximum Green (s) 10.0 10.0 10.0 10.0 10.0 7.0 22.0 7.0 22.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 7.5 7.5 7.1 30.6 22.0 49.4 43.8 Lanes, Volumes, Timings 3 Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.11 0.11 0.10 0.44 0.31 0.71 0.63 v/c Ratio 0.12 0.11 0.29 0.08 0.54 0.07 0.19 Control Delay 29.5 0.6 24.0 8.2 23.5 12.6 17.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.5 0.6 24.0 8.2 23.5 12.6 17.8 LOS C A C A C B B Approach Delay 10.1 24.0 21.8 17.2 Approach LOS B C C B Queue Length 50th (ft) 7 0 12 6 108 9 47 Queue Length 95th (ft) 24 0 40 21 182 51 149 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 207 395 233 507 583 802 2208 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 0.09 0.09 0.21 0.08 0.54 0.07 0.19 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 18.9 Intersection LOS: B Intersection Capacity Utilization 41.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings 3 Build 9: SITE Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 6 12 305 8 15 439 Future Volume (vph) 6 12 305 8 15 439 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.912 0.996 Flt Protected 0.983 0.998 Satd. Flow (prot) 1670 0 3525 0 0 3532 Flt Permitted 0.983 0.998 Satd. Flow (perm) 1670 0 3525 0 0 3532 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 7 13 332 9 16 477 Shared Lane Traffic (%) Lane Group Flow (vph) 20 0 341 0 0 493 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.0% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC 3 Build 9: SITE Timing Plan: AM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 12 305 8 15 439 Future Vol, veh/h 6 12 305 8 15 439 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 13 332 9 16 477 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 608 171 0 0 341 0 Stage 1 337 - - - - - Stage 2 271 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 427 843 - - 1215 - Stage 1 695 - - - - - Stage 2 750 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 419 843 - - 1215 - Mov Cap-2 Maneuver 419 - - - - - Stage 1 695 - - - - - Stage 2 737 - - - - - Approach WB NB SB HCM Control Delay, s 10.9 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 630 1215 - HCM Lane V/C Ratio - - 0.031 0.013 - HCM Control Delay (s) - - 10.9 8 0.1 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - Proposed Development 3 Build Level of Service Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021BDMontville Commons North D D A Occum Ln C CT Route 32ACANew London Tpke / CT Route 32ADMontville Commons South D A Golden Rd CAA SITE C B U Lanes, Volumes, Timings 3 Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 248 10 22 14 10 52 15 543 8 77 556 294 Future Volume (vph) 248 10 22 14 10 52 15 543 8 77 556 294 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.907 0.998 0.850 Flt Protected 0.950 0.956 0.991 0.950 0.950 Satd. Flow (prot) 1681 1692 1583 0 1674 0 1770 3532 0 1770 3539 1583 Flt Permitted 0.950 0.956 0.991 0.299 0.303 Satd. Flow (perm) 1681 1692 1583 0 1674 0 557 3532 0 564 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 147 57 2 320 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 270 11 24 15 11 57 16 590 9 84 604 320 Shared Lane Traffic (%) 48% Lane Group Flow (vph) 140 141 24 0 83 0 16 599 0 84 604 320 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 27.5 27.5 27.5 19.0 19.0 10.2 33.3 10.2 33.3 33.3 Total Split (%) 30.6% 30.6% 30.6% 21.1% 21.1% 11.3% 37.0% 11.3% 37.0% 37.0% Maximum Green (s) 22.0 22.0 22.0 14.0 14.0 6.0 27.4 6.0 27.4 27.4 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 1.5 1.5 1.5 2.0 2.0 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None Max C-Max Max C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings 3 Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 11.5 11.5 11.5 7.7 54.3 27.4 54.3 27.4 27.4 Actuated g/C Ratio 0.13 0.13 0.13 0.09 0.60 0.30 0.60 0.30 0.30 v/c Ratio 0.65 0.65 0.07 0.43 0.02 0.56 0.12 0.56 0.45 Control Delay 50.9 50.8 0.4 23.6 18.1 43.5 8.4 28.7 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.9 50.8 0.4 23.6 18.1 43.5 8.4 28.7 5.2 LOS D D A C B D A C A Approach Delay 46.9 23.6 42.9 19.5 Approach LOS D C D B Queue Length 50th (ft) 81 82 0 14 6 162 17 150 0 Queue Length 95th (ft) 135 136 0 56 m11 m208 43 204 58 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 410 413 498 308 675 1076 677 1077 704 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 0.34 0.34 0.05 0.27 0.02 0.56 0.12 0.56 0.45 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 81 (90%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 31.0 Intersection LOS: C Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings 3 Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 29 12 99 32 16 56 91 447 35 49 512 23 Future Volume (vph) 29 12 99 32 16 56 91 447 35 49 512 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.927 0.989 0.994 Flt Protected 0.966 0.985 0.950 0.950 Satd. Flow (prot) 0 1799 1583 0 1701 0 1770 1842 0 1770 3518 0 Flt Permitted 0.966 0.985 0.433 0.149 Satd. Flow (perm) 0 1799 1583 0 1701 0 807 1842 0 278 3518 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 154 53 5 5 Link Speed (mph) 25 25 40 30 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 18.6 34.0 24.4 7.2 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 Adj. Flow (vph) 32 13 108 35 17 61 99 486 38 53 557 25 Shared Lane Traffic (%) Lane Group Flow (vph) 0 45 108 0 113 0 99 524 0 53 582 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 custom NA Perm custom NA pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 26.3 26.3 26.3 14.9 14.9 14.2 37.6 11.2 34.6 Total Split (%) 29.2% 29.2% 29.2% 16.6% 16.6% 15.8% 41.8% 12.4% 38.4% Maximum Green (s) 21.0 21.0 21.0 10.0 10.0 10.0 31.0 7.0 28.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 8.1 8.1 8.9 40.8 31.0 63.1 52.3 Lanes, Volumes, Timings 3 Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.09 0.09 0.10 0.45 0.34 0.70 0.58 v/c Ratio 0.28 0.38 0.53 0.22 0.82 0.09 0.28 Control Delay 42.2 6.4 30.2 9.8 39.4 8.6 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.2 6.4 30.2 9.8 39.4 8.6 4.0 LOS D A C A D A A Approach Delay 17.0 30.2 34.7 4.4 Approach LOS B C C A Queue Length 50th (ft) 25 0 33 18 267 2 20 Queue Length 95th (ft) 56 21 81 45 #438 m13 29 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 419 487 249 496 637 618 2048 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 0.11 0.22 0.45 0.20 0.82 0.09 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 55.6% 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings 3 Build 9: SITE Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 14 29 527 15 31 566 Future Volume (vph) 14 29 527 15 31 566 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.908 0.996 Flt Protected 0.984 0.997 Satd. Flow (prot) 1664 0 3525 0 0 3529 Flt Permitted 0.984 0.997 Satd. Flow (perm) 1664 0 3525 0 0 3529 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 15 32 573 16 34 615 Shared Lane Traffic (%) Lane Group Flow (vph) 47 0 589 0 0 649 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 44.9% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC 3 Build 9: SITE Timing Plan: PM G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 14 29 527 15 31 566 Future Vol, veh/h 14 29 527 15 31 566 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 15 32 573 16 34 615 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 957 295 0 0 589 0 Stage 1 581 - - - - - Stage 2 376 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 256 701 - - 982 - Stage 1 522 - - - - - Stage 2 664 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 242 701 - - 982 - Mov Cap-2 Maneuver 242 - - - - - Stage 1 522 - - - - - Stage 2 629 - - - - - Approach WB NB SB HCM Control Delay, s 14.3 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 433 982 - HCM Lane V/C Ratio - - 0.108 0.034 - HCM Control Delay (s) - - 14.3 8.8 0.2 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.4 0.1 - Proposed Development 3 Build Level of Service Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.synBL Companies 10/12/2021ABMontville Commons North E D A Occum Ln C CT Route 32ACANew London Tpke / CT Route 32ACMontville Commons South D A Golden Rd DAA SITE C B U Lanes, Volumes, Timings 3 Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 237 14 20 16 15 71 14 485 6 58 386 256 Future Volume (vph) 237 14 20 16 15 71 14 485 6 58 386 256 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 250 0 0 0 125 0 370 370 Storage Lanes 1 1 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.905 0.998 0.850 Flt Protected 0.950 0.957 0.992 0.950 0.950 Satd. Flow (prot) 1681 1694 1583 0 1672 0 1770 3532 0 1770 3539 1583 Flt Permitted 0.950 0.957 0.992 0.449 0.359 Satd. Flow (perm) 1681 1694 1583 0 1672 0 836 3532 0 669 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 132 77 1 278 Link Speed (mph) 30 30 30 30 Link Distance (ft) 784 610 398 618 Travel Time (s) 17.8 13.9 9.0 14.0 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 Adj. Flow (vph) 258 15 22 17 16 77 15 527 7 63 420 278 Shared Lane Traffic (%) 47% Lane Group Flow (vph) 137 136 22 0 110 0 15 534 0 63 420 278 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 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 Split NA Prot Split NA pm+pt NA pm+pt NA custom Protected Phases 7 7 7 4 4 1 6 5 2 Permitted Phases 6 2 6 Detector Phase 7 7 7 4 4 1 6 5 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 4.0 15.0 4.0 15.0 15.0 Minimum Split (s) 12.5 12.5 12.5 12.0 12.0 8.2 20.9 8.2 20.9 20.9 Total Split (s) 31.9 31.9 31.9 20.0 20.0 10.2 37.9 10.2 37.9 37.9 Total Split (%) 31.9% 31.9% 31.9% 20.0% 20.0% 10.2% 37.9% 10.2% 37.9% 37.9% Maximum Green (s) 26.4 26.4 26.4 15.0 15.0 6.0 32.0 6.0 32.0 32.0 Yellow Time (s) 3.5 3.5 3.5 3.0 3.0 3.2 3.5 3.2 3.5 3.5 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.4 1.0 2.4 2.4 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.5 5.5 5.0 4.2 5.9 4.2 5.9 5.9 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Recall Mode None None None None None Max C-Max Max C-Max C-Max Walk Time (s)4.0 4.0 Lanes, Volumes, Timings 3 Build 3: Montville Commons North/Occum Ln & CT Route 32 Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Flash Dont Walk (s) 18.0 18.0 Pedestrian Calls (#/hr) 0 0 Act Effct Green (s) 12.6 12.6 12.6 8.0 60.5 32.0 60.5 32.0 32.0 Actuated g/C Ratio 0.13 0.13 0.13 0.08 0.60 0.32 0.60 0.32 0.32 v/c Ratio 0.65 0.64 0.07 0.54 0.02 0.47 0.09 0.37 0.40 Control Delay 55.3 54.6 0.5 26.6 5.6 15.4 8.3 27.4 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.3 54.6 0.5 26.6 5.6 15.4 8.3 27.4 5.0 LOS E D A C A B A C A Approach Delay 50.9 26.6 15.2 17.6 Approach LOS D C B B Queue Length 50th (ft) 88 88 0 20 2 56 13 107 0 Queue Length 95th (ft) 146 145 0 72 m5 82 36 150 56 Internal Link Dist (ft) 704 530 318 538 Turn Bay Length (ft) 250 125 370 370 Base Capacity (vph) 443 447 515 316 756 1130 700 1132 695 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 0.31 0.30 0.04 0.35 0.02 0.47 0.09 0.37 0.40 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 7 (7%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 23.1 Intersection LOS: C Intersection Capacity Utilization 43.5% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Montville Commons North/Occum Ln & CT Route 32 Lanes, Volumes, Timings 3 Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 28 14 92 25 7 26 114 379 27 59 353 18 Future Volume (vph) 28 14 92 25 7 26 114 379 27 59 353 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 360 0 0 0 0 100 0 Storage Lanes 0 1 0 0 1 0 1 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 0.95 0.95 Frt 0.850 0.940 0.990 0.993 Flt Protected 0.968 0.979 0.950 0.950 Satd. Flow (prot) 0 1803 1583 0 1714 0 1770 1844 0 1770 3514 0 Flt Permitted 0.968 0.979 0.514 0.274 Satd. Flow (perm) 0 1803 1583 0 1714 0 957 1844 0 510 3514 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 184 28 4 5 Link Speed (mph) 30 25 40 40 Link Distance (ft) 683 1248 1431 318 Travel Time (s) 15.5 34.0 24.4 5.4 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 Adj. Flow (vph) 30 15 100 27 8 28 124 412 29 64 384 20 Shared Lane Traffic (%) Lane Group Flow (vph) 0 45 100 0 63 0 124 441 0 64 404 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 0 0 12 12 Link Offset(ft) 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 custom NA Perm custom NA pm+pt NA pm+pt NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 4 4 8 2 6 Detector Phase 4 4 4 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 5.0 5.0 5.0 15.0 5.0 15.0 Minimum Split (s) 12.3 12.3 12.3 9.9 9.9 9.2 21.6 9.2 21.6 Total Split (s) 26.3 26.3 26.3 17.9 17.9 18.2 44.6 11.2 37.6 Total Split (%) 26.3% 26.3% 26.3% 17.9% 17.9% 18.2% 44.6% 11.2% 37.6% Maximum Green (s) 21.0 21.0 21.0 13.0 13.0 14.0 38.0 7.0 31.0 Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.2 4.6 3.2 4.6 All-Red Time (s) 2.3 2.3 2.3 1.9 1.9 1.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.3 5.3 4.9 4.2 6.6 4.2 6.6 Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s) 1.5 1.5 1.5 2.0 2.0 1.5 1.5 1.5 1.5 Recall Mode None None None None None None C-Max Max C-Max Act Effct Green (s) 7.6 7.6 6.9 46.8 38.0 75.6 62.6 Lanes, Volumes, Timings 3 Build 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Actuated g/C Ratio 0.08 0.08 0.07 0.47 0.38 0.76 0.63 v/c Ratio 0.33 0.35 0.44 0.25 0.63 0.08 0.18 Control Delay 50.2 3.2 37.3 9.6 29.8 6.5 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.2 3.2 37.3 9.6 29.8 6.5 8.1 LOS D A D A C A A Approach Delay 17.8 37.3 25.4 7.9 Approach LOS B D C A Queue Length 50th (ft) 28 0 22 20 223 8 35 Queue Length 95th (ft) 62 0 61 46 329 31 65 Internal Link Dist (ft) 603 1168 1351 238 Turn Bay Length (ft) 360 100 Base Capacity (vph) 378 477 247 634 703 775 2202 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 0.12 0.21 0.26 0.20 0.63 0.08 0.18 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 18.5 Intersection LOS: B Intersection Capacity Utilization 48.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 6: New London Tpke / CT Route 32 & Montville Commons South/Golden Rd Lanes, Volumes, Timings 3 Build 9: SITE Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 22 41 433 22 46 408 Future Volume (vph) 22 41 433 22 46 408 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 0.95 0.95 0.95 0.95 Frt 0.912 0.993 Flt Protected 0.983 0.995 Satd. Flow (prot) 1670 0 3514 0 0 3522 Flt Permitted 0.983 0.995 Satd. Flow (perm) 1670 0 3514 0 0 3522 Link Speed (mph) 30 30 30 Link Distance (ft) 436 318 398 Travel Time (s) 9.9 7.2 9.0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 24 45 471 24 50 443 Shared Lane Traffic (%) Lane Group Flow (vph) 69 0 495 0 0 493 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 12 12 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 9 15 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 39.0% ICU Level of Service A Analysis Period (min) 15 HCM 2010 TWSC 3 Build 9: SITE Timing Plan: Sat MD G:\JOBS21\16\2101750\TRAF\SYNCHRO\T-2101750-Existing_No Build_Build_test.syn 10/12/2021 BL Companies Page 6 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 22 41 433 22 46 408 Future Vol, veh/h 22 41 433 22 46 408 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 24 45 471 24 50 443 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 805 248 0 0 495 0 Stage 1 483 - - - - - Stage 2 322 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 320 752 - - 1065 - Stage 1 586 - - - - - Stage 2 707 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 300 752 - - 1065 - Mov Cap-2 Maneuver 300 - - - - - Stage 1 586 - - - - - Stage 2 663 - - - - - Approach WB NB SB HCM Control Delay, s 13.5 0 1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 493 1065 - HCM Lane V/C Ratio - - 0.139 0.047 - HCM Control Delay (s) - - 13.5 8.5 0.2 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.5 0.1 -