Traffic Impact Analysis

Traffic Impact Analysis Congregate Care Facility Billerica, Massachusetts Prepared For: Hawthorn Development, LLC 35 Kettle Court Salem, OR 973 Prepared By: Sebago Technics, Inc. 75 John Roberts Road, Suite 4A South Portland, Maine 46 Sebago Project No. 682 March 5, 28 75 John Roberts Road Suite 4A, South Portland, ME 46-6963 27-2-2 Fax: 27-856-226

Table of Contents Contents Introduction... 3 Existing Conditions... 3 Existing Traffic Volumes... 3 Future No-Build Traffic Volumes... 3 Trip Generation... 7 Trip Distribution and Assignment... 9 Future Build Traffic Volumes... 9 Capacity Analysis... Sight Distance Analysis... 3 Crash Data... 3 Traffic Signal Warrant Analysis... 3 Conclusion... 4 Appendix A. Synchro Reports B. Crash Information C. Traffic Count Data D. Traffic Signal Warrant Analysis E. Canco Woods Traffic Count data Traffic Impact Analysis 2 682 Congregate Care Facility, Billerica, MA

Introduction The purpose of this Preliminary Traffic Impact Analysis (TIA) is to identify the impacts the proposed Congregate Care Facility in Billerica, MA may have on the surrounding area roadways. The project proposes to develop a 5 unit assisted living/retirement facility on the site of an existing golf driving range. The site is proposed to have one full access on Nashua Road approximately 675 feet north of the intersection with Rangeway Road. Existing Conditions Nashua Road (Route 4) at the proposed site driveway is a two-lane roadway classified as an urban minor material with a posted speed limit of 4 miles per hour. The roadway consists of one approximately foot travel lane in each direction separated by a double yellow center line. The roadway has narrow paved shoulders varying in width. The roadway is under the Town of Billerica jurisdiction. The intersection of Nashua Road and Rangeway Road is a two way stop controlled intersection. The Rangeway Road approaches operate under stop control. There is an existing traffic beacon overhead at the intersection displaying a flashing red indication to Rangeway Road and a flashing yellow indication to Nashua Road. Existing Traffic Volumes Turning movement counts were conducted at the intersection of Nashua Road and Rangeway Road on Thursday February 5, 28 for the 3 hour period of 6: AM to 7: PM. The existing volumes were then adjusted to a seasonal factor of.. This factor was taken from 26 Northern Middlesex Traffic Volume Report published by the Northern Middlesex Council of Governments (NMCOG) MPO based upon the MassDOT 26 Weekday Seasonal Factors. The resultant 28 Existing Volumes are shown in Figure. Future No-Build Traffic Volumes The seasonally adjusted 28 traffic volumes were then adjusted to an annual growth factor of.8% to a seven year horizon of 225. This growth factor was based upon NMCOG traffic count station #87. This data was in the previously referenced NMCOG Traffic Volume Report. The future year 225 no-build traffic volumes are shown in Figure 2. Traffic Impact Analysis 3 682 Congregate Care Facility, Billerica, MA

SITE 3 () 786 (65) 5 (2) (76) 25 (4) 4 (27) RANGEWAY ROAD 7 (9) 33 (9) 9 (5) 6 (6) 42 (64) 2 (49) NOTE: NASHUA ROAD COUNTS CONDUCTED ON THURSDAY 2/25/28 FROM 6: AM TO 7: PM RECORDED ACCOUNTS ADJUSTED TO A SEASONAL FACTOR OF. XX (XX) KEY AM PEAK HOUR (7:5-8:5) PM PEAK HOUR OF (5:-6:) 28 EXISTING PEAK HOUR TRAFFIC VOLUMES OF: NASHUA ROAD (ROUTE 4) AT RANGEWAY ROAD, BILLERICA, MA DATE: 2/26/28 WWW.SEBAGOTECHNICS.COM 75 John Roberts Rd. Suite 4A South Portland, ME 46 Tel. 27-2-2 SHEET: OF4...\DGN\682_TrafficDiagram.dgn

SITE 5 () 89 (74) 9 (4) 2 (86) 48 (45) 7 (3) RANGEWAY ROAD 8 () 37 (22) (6) 7 (8) 48 (726) NASHUA ROAD 23 (56) KEY NOTE: EXISTING TRAFFIC COUNTS FACTORED TO AN ANNUAL GROWTH RATE OF.8% XX (XX) AM PEAK HOUR (7:5-8:5) PM PEAK HOUR OF (5:-6:) 225 NO BUILD PEAK HOUR TRAFFIC VOLUMES OF: NASHUA ROAD (ROUTE 4) AT RANGEWAY ROAD, BILLERICA, MA DATE: 2/26/28 WWW.SEBAGOTECHNICS.COM 75 John Roberts Rd. Suite 4A South Portland, ME 46 Tel. 27-2-2 SHEET: 2 OF4...\DGN\682_TrafficDiagram.dgn

(2) (29) 5 (4) (8) SITE RANGEWAY ROAD (6) 5 (4) 2 () TRIP GENERATION (PEAK HOUR OF ADJACENT STREET) NASHUA ROAD AM PEAK HOUR ENTERING PM PEAK HOUR 2 KEY EXITING 6 33 XX AM PEAK HOUR (7:5-8:5) TOTAL 7 53 (XX) PM PEAK HOUR OF (5:-6:) PROJECT GENERATED TRIPS OF: NASHUA ROAD (ROUTE 4) AT RANGEWAY ROAD, BILLERICA, MA DATE: 2/26/28 WWW.SEBAGOTECHNICS.COM 75 John Roberts Rd. Suite 4A South Portland, ME 46 Tel. 27-2-2 SHEET: 3 OF4...\DGN\682_TrafficDiagram.dgn

Trip Generation Trip generation was initially estimated using the th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. Land Use Codes 253 (Congregate Care Facility) and 254 (Assisted Living) were used. Time Period Table Land Use Code 253 Congregate Care Facility (5 Dwelling Units) Trip Generation Rate/ Total Trips Entering Exiting Dwelling Unit Weekday 2.2 35 53 52 AM Peak Hour of Adjacent Street (7-9 AM) PM Peak Hour of Adjacent Street (4-6 PM) AM Peak Hour of Generator PM Peak Hour of Generator.7 7 4.8 27 4 3.6 24 2 2.2 3 7 3 Time Period Table 2 Land Use Code 254 Assisted Living (66 Dwelling Units) Trip Generation Rate/ Total Trips Entering Exiting Dwelling Unit Weekday 2.6 432 26 26 AM Peak Hour of Adjacent Street (7-9 AM) PM Peak Hour of Adjacent Street (4-6 PM) AM Peak Hour of Generator PM Peak Hour of Generator.9 32 2 2.26 43 6 27.8 3 2.34 56 25 3 Trip generation data was also obtained from a similar facility located in Portland, Maine. The Canco Woods Retirement Facility on Canco Road in Portland was counted on April, 28. The facility at the time consisted of the following: Traffic Impact Analysis 7 682 Congregate Care Facility, Billerica, MA

4 Retirement Suites 8 Assisted Living Suites 2 Cottage Suites 5 Garden Suites Total of 2 Suites The following table shows the recorded peak hour traffic volumes and associated rate. The original turning movement counts can be found attached. Time Period Table 3 Traffic Counts Canco Woods Retirement Facility Total Trips Trip Generation Rate/ Dwelling Unit Weekday 562 2.66 AM Peak Hour of Adjacent Street (8-9 AM) PM Peak Hour of Adjacent Street (4-6 PM) AM Peak Hour of Generator PM Peak Hour of Generator 24. 75.35 65.3 75.35 As can be seen, the Canco Woods facility is shown to have a slightly higher trip generation rate than that of the ITE Trip Generation Manual. Therefore, to provide a conservative approach, we propose to use this trip generation for the proposed Billerica facility. This facility is projected to have an older resident population than that of Canco Woods, which would logically result in a lesser trip generation rate. The results of this trip generation calculation are shown in Table 4. Directional distribution based on LUC 254 is used. Traffic Impact Analysis 8 682 Congregate Care Facility, Billerica, MA

Time Period Table 4 Proposed Trip Generation (5 Dwelling Units) Trip Generation Rate/ Total Trips Entering Exiting Dwelling Unit Weekday 2.66 42 2 2 AM Peak Hour of Adjacent Street (7-9 AM) PM Peak Hour of Adjacent Street (4-6 PM) AM Peak Hour of Generator PM Peak Hour of Generator. 7 6.35 53 2 33.3 47 3 6.35 53 24 29 Trip Distribution and Assignment Access to the development is proposed at one full access driveway on Nashua Road. All project generated trips will use this driveway. Trips to and from the development have been distributed and assigned to the roadway network using logical routing based upon the existing traffic volumes. Figure 3 shows the proposed trip distribution and assignment of the project generated trips. Future Build Traffic Volumes Future year 225 build traffic volumes were calculated by adding the project generated trips to the 225 no-build traffic volumes. Figure 4 shows the 225 build traffic Volumes. Traffic Impact Analysis 9 682 Congregate Care Facility, Billerica, MA

25 () (2) (29) 5 (4) 7 (82) (8) SITE 5 () 896 (78) 9 (4) 4 (86) 48 (45) 7 (3) RANGEWAY ROAD 8 () NOTE: VOLUMES FOUND BY ADDING FIGURES 2 AND 3 37 (22) (6) 7 (8) 49 (742) 23 (56) TRIP GENERATION (PEAK HOUR OF ADJACENT STREET) AM PEAK HOUR PM PEAK HOUR ENTERING 2 EXITING 6 33 NASHUA ROAD TOTAL 7 53 KEY XX (XX) AM PEAK HOUR (7:5-8:5) PM PEAK HOUR OF (5:-6:) 225 BUILD PEAK HOUR TRAFFIC VOLUMES OF: NASHUA ROAD (ROUTE 4) AT RANGEWAY ROAD, BILLERICA, MA DATE: 2/26/28 WWW.SEBAGOTECHNICS.COM 75 John Roberts Rd. Suite 4A South Portland, ME 46 Tel. 27-2-2 SHEET: 4 OF4...\DGN\682_TrafficDiagram.dgn

Capacity Analysis Sebago performed an intersection capacity analysis for the 28 Existing, 225 No-Build and 225 Build Volumes. Synchro was used for this analysis. The focus of our analysis was on the control delay (or the average amount of delay that a vehicle experiences as it travels through an intersection or section of roadway). This is defined by Level of Service (LOS), in terms of A through F, with A being optimal and E/F being unacceptable. HCM 6 methodology was used for the purpose of calculating delay. Table 5 LOS from Control Delay Level of Service (LOS) Unsignalized Control Delay (Sec./Vehicle) Signalized Control Delay (Sec./Vehicle) A B >- 5 >- 2 C >5-25 >2-35 D >25-35 >35-55 E >35-5 >55-8 F >5 >8 Source: Highway Capacity Manual 6 th Edition One existing and one proposed intersection were included in this analysis. This included: Nashua Road at Rangeway Road Nashua Road at Site Driveway (Build Only) The results of the capacity analysis are shown below in Table 6. Traffic Impact Analysis 682 Congregate Care Facility, Billerica, MA

Table 6 Capacity Analysis Summary 28 AM 225 AM No Existing Build 225 AM Build Delay Delay Delay LOS LOS (s/veh) (s/veh) (s/veh) LOS Nashua Road at Rangeway Road Nashua Road EB L 8 A B A Nashua Road WB L A 8 A 8 A Rangeway Road NB LTR 39 E 67 F 68 F Rangeway Road SB LTR 8 F 246 F 25 F Nashua Road at Site Drive Nashua Road EB L 7 A Site Drive SB LR 2 C 28 PM Existing Delay LOS (s/veh) 225 PM No Build Delay LOS (s/veh) 225 PM Build Delay (s/veh) Nashua Road at Rangeway Road Nashua Road EB L 9 A A A Nashua Road WB L 7 A 7 A 8 A Rangeway Road NB LTR 24 C 32 D 33 D Rangeway Road SB LTR 33 D 62 F 68 F Nashua Road at Site Drive Nashua Road EB L A Site Drive SB LR 7 C LOS As can be seen in the above table, the Rangeway Road approaches at the Nashua Road intersection have a failing LOS during existing conditions. The addition of project generated traffic is not anticipated to result in a substantial increase in delay for these approaches. The intersection of Sullivan Road and Rangeway Road was not included as part of this capacity analysis. Based upon the turning movement counts at the intersection of Rangeway Road at Nashua Road, the volumes travelling on and turning onto Rangeway Road do not appear to be significant. Coupled with the fact the Sullivan Road is a dead end road, it is not anticipated that the small increase in traffic that Rangeway Road may experience as a result of this project will lead to failing conditions at this location. Traffic Impact Analysis 2 682 Congregate Care Facility, Billerica, MA

Sight Distance Analysis Intersection sight distance was measured at the proposed site driveway in accordance with the procedures outlined in the AASHTO Policy on Geometric Design of Streets and Highways. Table 7 shows the measured sight distance. The sight distance looking to the left could be improved by the removal of several oak trees adjacent to the roadway. Crash Data Table 7 Intersection Sight Distance Measured Sight Distance 44 465 AASHTO Design Standard* 445 *Based upon Case B- Turn From Stop for a Roadway with Design Speed=4 MPH Crash data was obtained from MassDOT for the most recent three year period (23-25) for the area roadways. Crashes were queried in the general area of the proposed development. Crashes were identified at the following locations: Intersection of Nashua Road and Rangeway Road Crashes Nashua Road in area of Site Driveway Crash No crashes were identified at the intersection of Rangeway Road and Sullivan Road or the surrounding roadway links. The intersection of Nashua Road and Rangeway is calculated to have a crash rate of.93 crashes per million entering vehicles (MEV). The District 4 average for unsignalized intersections is.56 crashes/mev. The majority of crashes were reported as angle collisions as a result of one involved vehicle failing to yield the proper right of way. Traffic Signal Warrant Analysis A traffic signal analysis using the 29 Edition of the MUTCD was completed with the previously mentioned existing traffic volumes. Warrants, 2, 3 and 7 were evaluated for the intersection. Detailed warrant analysis sheets are included in the appendix. In summary, the following are the results of the analysis. Warrant Eight Hour Vehicular Volume Not Met Warrant 2 Four Hour Vehicular Volume - Met Warrant 3 Peak Hour - Met Warrant 7 Crash Experience - Not Met Traffic Impact Analysis 3 682 Congregate Care Facility, Billerica, MA

It is not expected that the addition of project generated traffic will cause Warrants or 2 to be met. A traffic signal warrant analysis was not completed for the intersection of Rangeway Road and Sullivan Road. Based upon the turning movement counts at the intersection of Rangeway Road at Nashua Road, the volumes travelling on and turning onto Rangeway Road do not appear to approach the signal warrant thresholds. Conclusion This Traffic Impact Analysis identifies existing deficiencies related to the intersection of Nashua Road and Rangeway Road in both an operational and safety manner. The proposed development is projected to send a total of 2 trips thru this intersection during the PM Peak Hour. This minor increase in traffic volume is not expected to further deteriorate the operations of this intersection. Traffic Impact Analysis 4 682 Congregate Care Facility, Billerica, MA

Appendix A Synchro Reports

HCM 6th TWSC 3: Rangeway Road & Nashua Road 2/27/28 Intersection Int Delay, s/veh 9.5 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 5 786 3 6 42 2 7 33 9 4 25 Future Vol, veh/h 5 786 3 6 42 2 7 33 9 4 25 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 92 92 92 7 7 7 77 77 77 74 74 74 Heavy Vehicles, % 2 4 Mvmt Flow 4 854 4 8 59 28 9 43 2 55 34 5 Major/Minor Major Major2 Minor Minor2 Conflicting Flow All 87 868 23 92 86 26 85 73 Stage - - - - - - 89 89-89 89 - Stage 2 - - - - - - 4 3-7 96 - Critical Hdwy 4. - - 4. - - 7. 6.5 6.2 7.2 6.54 6.2 Critical Hdwy Stg - - - - - - 6. 5.5-6.2 5.54 - Critical Hdwy Stg 2 - - - - - - 6. 5.5-6.2 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.58 4.36 3.3 Pot Cap- Maneuver 522 - - 785 - - 63 89 358 6 87 995 Stage - - - - - - 263 294-98 87 - Stage 2 - - - - - - 896 84-252 287 - Platoon blocked, % - - - - Mov Cap- Maneuver 522 - - 785 - - 9 6 358 9 58 995 Mov Cap-2 Maneuver - - - - - - 9 6-9 58 - Stage - - - - - - 225 25-785 88 - Stage 2 - - - - - - 836 85-73 245 - Approach SE NW NE SW HCM Control Delay, s.9.9 38.6 8.9 HCM LOS E F Minor Lane/Major Mvmt NELn NWL NWT NWR SEL SET SERSWLn Capacity (veh/h) 69 785 - - 522 - - 4 HCM Lane V/C Ratio.377. - -.75 - -.738 HCM Control Delay (s) 38.6 9.6-7.6-8.9 HCM Lane LOS E A A - A A - F HCM 95th %tile Q(veh).6 - -.2 - - 4.4 682 AM EXISTING 2/27/28 AM EXISTING Synchro Report DHC Page

HCM 6th TWSC 3: Rangeway Road & Nashua Road 2/27/28 Intersection Int Delay, s/veh 24.4 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 9 89 5 7 48 23 8 37 46 28 2 Future Vol, veh/h 9 89 5 7 48 23 8 37 46 28 2 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 92 92 92 7 7 7 77 77 77 74 74 74 Heavy Vehicles, % 2 4 Mvmt Flow 29 968 6 68 32 48 3 62 38 6 Major/Minor Major Major2 Minor Minor2 Conflicting Flow All 984 365 354 976 369 346 84 Stage - - - - - - 234 234-4 4 - Stage 2 - - - - - - 3 2-265 242 - Critical Hdwy 4. - - 4. - - 7. 6.5 6.2 7.2 6.54 6.2 Critical Hdwy Stg - - - - - - 6. 5.5-6.2 5.54 - Critical Hdwy Stg 2 - - - - - - 6. 5.5-6.2 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.58 4.36 3.3 Pot Cap- Maneuver 55 - - 7 - - 26 5 37 24 5 98 Stage - - - - - - 28 25-92 85 - Stage 2 - - - - - - 877 8-28 244 - Platoon blocked, % - - - - Mov Cap- Maneuver 55 - - 7 - - 8 2 37 7 2 98 Mov Cap-2 Maneuver - - - - - - 8 2-7 2 - Stage - - - - - - 77 23-73 793 - Stage 2 - - - - - - 89 788-23 98 - Approach SE NW NE SW HCM Control Delay, s.9.9 66.6 246. HCM LOS F F Minor Lane/Major Mvmt NELn NWL NWT NWR SEL SET SERSWLn Capacity (veh/h) 25 7 - - 55 - - 95 HCM Lane V/C Ratio.57.4 - -.86 - -.223 HCM Control Delay (s) 66.6. - 7.6-246. HCM Lane LOS F B A - A A - F HCM 95th %tile Q(veh) 2.8 - -.3 - - 8. 682 225 No Build AM 2/27/28 No Build AM Synchro Report DHC Page

HCM 6th TWSC 3: Rangeway Road & Nashua Road 2/27/28 Intersection Int Delay, s/veh 25. Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 9 896 5 7 49 23 8 37 46 28 4 Future Vol, veh/h 9 896 5 7 49 23 8 37 46 28 4 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 92 92 92 7 7 7 77 77 77 74 74 74 Heavy Vehicles, % 2 4 Mvmt Flow 29 974 6 69 32 48 3 62 38 9 Major/Minor Major Major2 Minor Minor2 Conflicting Flow All 99 374 36 982 376 353 85 Stage - - - - - - 24 24-5 5 - Stage 2 - - - - - - 34 2-27 248 - Critical Hdwy 4. - - 4. - - 7. 6.5 6.2 7.2 6.54 6.2 Critical Hdwy Stg - - - - - - 6. 5.5-6.2 5.54 - Critical Hdwy Stg 2 - - - - - - 6. 5.5-6.2 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.58 4.36 3.3 Pot Cap- Maneuver 54 - - 76 - - 24 5 35 22 48 98 Stage - - - - - - 27 249-9 84 - Stage 2 - - - - - - 874 8-26 243 - Platoon blocked, % - - - - Mov Cap- Maneuver 54 - - 76 - - 78 2 35 69 8 98 Mov Cap-2 Maneuver - - - - - - 78 2-69 8 - Stage - - - - - - 76 2-729 792 - Stage 2 - - - - - - 84 788-2 97 - Approach SE NW NE SW HCM Control Delay, s.9.9 67.6 25.5 HCM LOS F F Minor Lane/Major Mvmt NELn NWL NWT NWR SEL SET SERSWLn Capacity (veh/h) 24 76 - - 54 - - 96 HCM Lane V/C Ratio.576.4 - -.86 - -.239 HCM Control Delay (s) 67.6.2-7.6-25.5 HCM Lane LOS F B A - A A - F HCM 95th %tile Q(veh) 2.8 - -.3 - - 8.3 682 225 Build AM 2/27/28 Build AM Synchro Report DHC Page

HCM 6th TWSC 7: Nashua Road & Site Drive 2/27/28 Intersection Int Delay, s/veh.2 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 25 7 5 Future Vol, veh/h 25 7 5 Conflicting Peds, #/hr Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - - Veh in Median Storage, # - - - Grade, % - - - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 76 5 Major/Minor Major Major2 Minor2 Conflicting Flow All 77-23 77 Stage - - - - 77 - Stage 2 - - - - 36 - Critical Hdwy 4.2 - - - 6.42 6.22 Critical Hdwy Stg - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.28 - - - 3.58 3.38 Pot Cap- Maneuver 522 - - - 2 984 Stage - - - - 946 - Stage 2 - - - - 36 - Platoon blocked, % - - - Mov Cap- Maneuver 522 - - - 97 984 Mov Cap-2 Maneuver - - - - 97 - Stage - - - - 928 - Stage 2 - - - - 36 - Approach SE NW SW HCM Control Delay, s. 2.3 HCM LOS C Minor Lane/Major Mvmt NWT NWR SEL SETSWLn Capacity (veh/h) - - 522-227 HCM Lane V/C Ratio - -.7 -.29 HCM Control Delay (s) - - 7.4 2.3 HCM Lane LOS - - A A C HCM 95th %tile Q(veh) - - -. 682 225 Build AM 2/27/28 Build AM Synchro Report DHC Page 2

HCM 6th TWSC 3: Rangeway Road & Nashua Road 2/27/28 Intersection Int Delay, s/veh 7.8 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 2 65 6 64 49 9 9 5 27 4 76 Future Vol, veh/h 2 65 6 64 49 9 9 5 27 4 76 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 77 77 77 96 96 96 64 64 64 66 66 66 Heavy Vehicles, % 2 2 4 Mvmt Flow 6 84 3 7 668 5 4 3 8 4 6 5 Major/Minor Major Major2 Minor Minor2 Conflicting Flow All 79 97 939 876 9 87 857 694 Stage - - - - - - 23 23-728 728 - Stage 2 - - - - - - 86 753-42 29 - Critical Hdwy 4. - - 4. - - 7. 6.5 6.2 7.2 6.54 6.2 Critical Hdwy Stg - - - - - - 6. 5.5-6.2 5.54 - Critical Hdwy Stg 2 - - - - - - 6. 5.5-6.2 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.58 4.36 3.3 Pot Cap- Maneuver 892 - - 59 - - 246 29 972 272 293 446 Stage - - - - - - 886 798-45 426 - Stage 2 - - - - - - 374 42-86 786 - Platoon blocked, % - - - - Mov Cap- Maneuver 892 - - 59 - - 48 279 972 24 282 446 Mov Cap-2 Maneuver - - - - - - 48 279-24 282 - Stage - - - - - - 869 783-47 48 - Stage 2 - - - - - - 233 42-86 77 - Approach SE NW NE SW HCM Control Delay, s.3.2 23.5 33 HCM LOS C D Minor Lane/Major Mvmt NELn NWL NWT NWR SEL SET SERSWLn Capacity (veh/h) 246 59 - - 892 - - 337 HCM Lane V/C Ratio.2. - -.7 - -.643 HCM Control Delay (s) 23.5 7.4-9. - 33 HCM Lane LOS C A A - A A - D HCM 95th %tile Q(veh).8 - -. - - 4.2 682 Existing PM 2/27/28 Existing PM Synchro Report DHC Page

HCM 6th TWSC 3: Rangeway Road & Nashua Road 2/27/28 Intersection Int Delay, s/veh 3.7 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 4 74 8 726 56 22 6 3 45 86 Future Vol, veh/h 4 74 8 726 56 22 6 3 45 86 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 77 77 77 96 96 96 64 64 64 66 66 66 Heavy Vehicles, % 2 2 4 Mvmt Flow 8 96 4 9 756 58 6 34 9 47 68 3 Major/Minor Major Major2 Minor Minor2 Conflicting Flow All 84 6 99 3 984 969 785 Stage - - - - - - 39 39-823 823 - Stage 2 - - - - - - 922 852-6 46 - Critical Hdwy 4. - - 4. - - 7. 6.5 6.2 7.2 6.54 6.2 Critical Hdwy Stg - - - - - - 6. 5.5-6.2 5.54 - Critical Hdwy Stg 2 - - - - - - 6. 5.5-6.2 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.58 4.36 3.3 Pot Cap- Maneuver 822 - - 493 - - 23 248 957 228 252 396 Stage - - - - - - 869 785-368 385 - Stage 2 - - - - - - 327 379-84 772 - Platoon blocked, % - - - - Mov Cap- Maneuver 822 - - 493 - - 3 237 957 94 24 396 Mov Cap-2 Maneuver - - - - - - 3 237-94 24 - Stage - - - - - - 849 767-36 376 - Stage 2 - - - - - - 75 37-777 754 - Approach SE NW NE SW HCM Control Delay, s.3.2 3.5 6.7 HCM LOS D F Minor Lane/Major Mvmt NELn NWL NWT NWR SEL SET SERSWLn Capacity (veh/h) 94 493 - - 822 - - 287 HCM Lane V/C Ratio.36.3 - -.22 - -.855 HCM Control Delay (s) 3.5 7.4-9.5-6.7 HCM Lane LOS D A A - A A - F HCM 95th %tile Q(veh).2 - -. - - 7.3 682 225 No Build PM 2/27/28 NB PM Synchro Report DHC Page

HCM 6th TWSC 3: Rangeway Road & Nashua Road 2/27/28 Intersection Int Delay, s/veh 4.7 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations Traffic Vol, veh/h 4 78 8 742 56 22 6 3 45 86 Future Vol, veh/h 4 78 8 742 56 22 6 3 45 86 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 77 77 77 96 96 96 64 64 64 66 66 66 Heavy Vehicles, % 2 2 4 Mvmt Flow 8 4 9 773 58 6 34 9 47 68 3 Major/Minor Major Major2 Minor Minor2 Conflicting Flow All 83 5 83 3 8 6 99 82 Stage - - - - - - 44 44-84 84 - Stage 2 - - - - - - 939 869-66 5 - Critical Hdwy 4. - - 4. - - 7. 6.5 6.2 7.2 6.54 6.2 Critical Hdwy Stg - - - - - - 6. 5.5-6.2 5.54 - Critical Hdwy Stg 2 - - - - - - 6. 5.5-6.2 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.58 4.36 3.3 Pot Cap- Maneuver 8 - - 487 - - 97 24 95 22 244 387 Stage - - - - - - 864 782-36 378 - Stage 2 - - - - - - 32 372-836 769 - Platoon blocked, % - - - - Mov Cap- Maneuver 8 - - 487 - - 98 23 95 86 233 387 Mov Cap-2 Maneuver - - - - - - 98 23-86 233 - Stage - - - - - - 843 763-35 369 - Stage 2 - - - - - - 69 363-77 75 - Approach SE NW NE SW HCM Control Delay, s.3.2 33.2 68 HCM LOS D F Minor Lane/Major Mvmt NELn NWL NWT NWR SEL SET SERSWLn Capacity (veh/h) 86 487 - - 8 - - 278 HCM Lane V/C Ratio.39.3 - -.22 - -.883 HCM Control Delay (s) 33.2 7.5-9.5-68 HCM Lane LOS D A A - A A - F HCM 95th %tile Q(veh).3 - -. - - 7.8 682 225 Build PM 2/27/28 Build PM Synchro Report DHC Page

HCM 6th TWSC 7: Nashua Road & Site Drive 2/27/28 Intersection Int Delay, s/veh.6 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Vol, veh/h 2 82 8 4 29 Future Vol, veh/h 2 82 8 4 29 Conflicting Peds, #/hr Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - - Veh in Median Storage, # - - - Grade, % - - - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 89 2 4 32 Major/Minor Major Major2 Minor2 Conflicting Flow All 9-5 9 Stage - - - - 9 - Stage 2 - - - - 4 - Critical Hdwy 4.2 - - - 6.42 6.22 Critical Hdwy Stg - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.28 - - - 3.58 3.38 Pot Cap- Maneuver 748 - - - 264 337 Stage - - - - 396 - Stage 2 - - - - 9 - Platoon blocked, % - - - Mov Cap- Maneuver 748 - - - 263 337 Mov Cap-2 Maneuver - - - - 263 - Stage - - - - 395 - Stage 2 - - - - 9 - Approach SE NW SW HCM Control Delay, s.2 7.4 HCM LOS C Minor Lane/Major Mvmt NWT NWR SEL SETSWLn Capacity (veh/h) - - 748-326 HCM Lane V/C Ratio - -.3 -. HCM Control Delay (s) - - 9.8 7.4 HCM Lane LOS - - A A C HCM 95th %tile Q(veh) - - -.4 682 225 Build PM 2/27/28 Build PM Synchro Report DHC Page 2

Appendix B Crash Information

INTERSECTION CRASH RATE WORKSHEET CITY/TOWN : Billerica COUNT DATE : 28 DISTRICT : 4 UNSIGNALIZED : X SIGNALIZED : MAJOR STREET : Nashua Road (Route 4) ~ INTERSECTION DATA ~ MINOR STREET(S) : Rangeway Road INTERSECTION DIAGRAM (Label Approaches) North APPROACH : DIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR : TOTAL # OF CRASHES : PEAK HOUR VOLUMES 2 3 4 5 NB SB EB WB 33 43 87 76 969 INTERSECTION ADT ( V ) = TOTAL DAILY.9,767 APPROACH VOLUME : 3 AVERAGE # OF CRASHES PER YEAR ( A ) : Total Peak Hourly Approach Volume 3.67 CRASH RATE CALCULATION :.93 RATE = ( A *,, ) ( V * 365 ) Comments : District 4 Avg. for unsignalized intersections =.56 Traffic Volumes from TMC 2/5/28 Project Title & Date: 682 - Billerica Retirement 2/28/28

Crash Number Crash Date Crash Time Crash Hour City/Town Crash Severity Maximum Injury Severity Reported Number of NonFatal Injuries Number of Fatal Injuries Number of Vehicles Manner of Collision Vehicle Action Prior to Crash Vehicle Travel Directions First Harmful Event First Harmful Event Location Vehicle Sequence of Events Vehicle Configuration Driver Contributing Codes Road Surface Ambient Light Weather Condition Roadway V: Turning left / V2:Travelling straight ahead 338755 2/28/23 3:48 PM 3:PM to 3:59PM BILLERICA Property damage only (none injured) No injury 2 Sideswipe, same direction V:N / V2:N Collision with motor vehicle in traffic Roadway V: Travelling straight ahead / V2:Travelling straight ahead V:W / V2:S Collision with motor vehicle in traffic Roadway 3439 5/22/23 5:4 PM 5:PM to 5:59PM BILLERICA Property damage only (none injured) No injury 2 Angle 3494582 6/25/23 4:3 PM 4:PM to 4:59PM BILLERICA Property damage only (none injured) No injury 2 Angle V: Travelling straight ahead / V2:Other V:S / V2:S Collision with motor vehicle in traffic Roadway V: Travelling straight ahead / V2:Slowing or 35626 8/3/23 9:23 AM 9:AM to 9:59AM BILLERICA Property damage only (none injured) No injury 2 Angle stopped in traffic V:S / V2:E Collision with motor vehicle in traffic Roadway V:(Collision with motor vehicle in traffic) V2:(Collision with motor vehicle in traffic) V:(Collision with motor vehicle in traffic) V2:(Collision with motor vehicle in traffic) V:(Collision with motor vehicle in traffic) V2:(Collision with motor vehicle in traffic) V:(Collision with motor vehicle in traffic) V2:(Collision with motor vehicle in traffic) V:(Passenger car) V2:(Light truck(van, minivan, panel, pickup, sport utility) with only D:(Made an improper turn),(failed to yield four tires) right of way) D2:(No improper driving) Dry Daylight Clear NASHUA ROAD Rte 4 N V:(Light truck(van, mini-van, panel, pickup, sport utility) with only four tires) D:(Visibility obstructed) D2:(No improper V2:(Passenger car) driving) Dry Daylight Clear NASHUA ROAD Rte 4 S / RANGEWAY ROAD V:(Passenger car) V2:(Light truck(van, minivan, panel, pickup, sport utility) with only four tires) D:(Unknown) D2:(Unknown) Dry Daylight Clear NASHUA ROAD Rte 4 S / RANGEWAY ROAD V:(Passenger car) V2:(Light truck(van, minivan, panel, pickup, sport utility) with only D:(No improper driving) D2:(Disregarded four tires) traffic signs, signals, road markings) Dry Daylight Cloudy NASHUA ROAD / RANGEWAY ROAD V:(Collision with motor vehicle in traffic) V2:(Collision with motor vehicle in V:(Light truck(van, mini-van, panel, pickup, traffic),(ran off road right),(collision with sport utility) with only four tires) V2:(Light D:(No improper driving) D2:(Disregarded V: Travelling straight ahead / V2:Turning other fixed object(wall, building, tunnel, truck(van, mini-van, panel, pickup, sport traffic signs, signals, road markings),(failed 3592563 8/28/23 : AM :AM to :59AM BILLERICA Non-fatal injury Non-fatal injury - Non-incapacitating 2 Angle left V:S / V2:W Collision with motor vehicle in traffic Roadway etc.)),(collision with parked motor vehicle) utility) with only four tires) to yield right of way) Dry Daylight Clear NASHUA ROAD / RANGEWAY ROAD D:(Disregarded traffic signs, signals, road V:(Passenger car) V2:(Light truck(van, mini- markings),(failed to yield right of way) V: Travelling straight ahead / V2:Travelling V:(Collision with motor vehicle in traffic) van, panel, pickup, sport utility) with only D2:(No improper driving),(no improper 37353 2/3/23 :5 AM :AM to :59AM BILLERICA Non-fatal injury Non-fatal injury - Possible 2 2 Angle straight ahead V:W / V2:S Collision with motor vehicle in traffic Roadway V2:(Collision with motor vehicle in traffic) four tires) driving) Dry Daylight Clear NASHUA ROAD / RANGEWAY ROAD V:(Collision with motor vehicle in traffic),(collision with embankment) V:(Light truck(van, mini-van, panel, pickup, V: Travelling straight ahead / V2:Travelling V2:(Collision with motor vehicle in sport utility) with only four tires) D:(No improper driving) D2:(Disregarded 376843 /9/24 3:39 PM 3:PM to 3:59PM BILLERICA Property damage only (none injured) No injury 2 Angle straight ahead V:N / V2:W Collision with motor vehicle in traffic Roadway traffic),(collision with tree) V2:(Passenger car) traffic signs, signals, road markings) Wet Daylight Clear NASHUA ROAD / RANGEWAY ROAD 376879 /7/24 2:3 PM 2:PM to 2:59PM BILLERICA Property damage only (none injured) No injury 2 Angle 37758 //24 2:45 AM 2:AM to 2:59AM BILLERICA Property damage only (none injured) No injury 2 Angle 382332 5/7/24 5: PM 5:PM to 5:59PM BILLERICA Property damage only (none injured) No injury 2 Angle V: Travelling straight ahead / V2:Entering traffic lane V:S / V2:E Collision with motor vehicle in traffic Roadway V: Travelling straight ahead / V2:Travelling straight ahead V:N / V2:N Collision with motor vehicle in traffic Roadway V: Travelling straight ahead / V2:Not reported V:N / V2:W Collision with motor vehicle in traffic Roadway V:(Collision with motor vehicle in traffic) D:(No improper driving) D2:(Failed to yield V2:(Collision with motor vehicle in traffic) V:(Passenger car) V2:(Passenger car) right of way) Dry Daylight Clear NASHUA ROAD / RANGEWAY ROAD V:(Passenger car) V2:(Light truck(van, minivan, D:(Disregarded traffic signs, signals, road V:(Collision with motor vehicle in traffic) panel, pickup, sport utility) with only markings),(failed to yield right of way) V2:(Collision with motor vehicle in traffic) four tires) D2:(No improper driving) Dry Dark - lighted roadway Clear NASHUA ROAD / RANGEWAY ROAD V:(Collision with motor vehicle in traffic) V2: V:(Tractor/semi-trailer) V2:(Passenger car) D:(No improper driving) D2:() Dry Daylight Clear/Clear NASHUA ROAD / RANGEWAY ROAD V: Travelling straight ahead / V2:Not V:(Collision with motor vehicle in traffic) V:(Light truck(van, mini-van, panel, pickup, 386349 6/4/24 :33 PM :PM to :59PM BILLERICA Property damage only (none injured) No injury 2 Angle reported V:N / V2:8 Collision with motor vehicle in traffic Roadway V2: sport utility) with only four tires) V2:() D:(No improper driving) D2:() Dry Daylight Clear NASHUA ROAD Rte 4 N / RANGEWAY ROAD V:(Light truck(van, mini-van, panel, pickup, V: Travelling straight ahead / V2:Slowing or V:(Collision with motor vehicle in traffic) sport utility) with only four tires) 449833 3/2/25 4:5 PM 4:PM to 4:59PM BILLERICA Property damage only (none injured) No injury 2 Angle stopped in traffic V:N / V2:E Collision with motor vehicle in traffic Roadway V2:(Collision with motor vehicle in traffic) V2:(Passenger car) D:() D2:() Dry Daylight Clear/Clear NASHUA ROAD / RANGEWAY ROAD SELECT [Crash Number], [Crash Date], [Crash Time], [Crash Hour], [City/Town], [Crash Severity], [Maximum Injury Severity Reported], [Number of NonFatal Injuries], [Number of Fatal Injuries], [Number of Vehicles], [Manner of Collision], [Vehicle Action Prior to Crash], [Vehicle Travel Directions], [First Harmful Event], [First Harmful Event Location], [Vehicle Sequence of Events], [Vehicle Configuration], [Driver Contributing Codes], [Road Surface], [Ambient Light], [Weather Condition], [Roadway], [Distance And Direction From Intersection], [Near Intersection Roadway], [X], [Y] FROM [TBL_CRASH_REPORT_VIEW] WHERE (([Crash Date] >= '23--' AND [Crash Date] <= '28-2-3') AND ([City/Town] = 'BILLERICA')) This query was also restricted by a map filter.

Appendix C Traffic Count Data

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : Groups Printed- Cars - Trucks From North From East From South From West Start Time Int. Total 6: AM 5 5 2 3 2 48 76 6:5 AM 2 2 2 5 3 4 2 83 2 227 6:3 AM 5 7 4 3 3 25 69 3 22 6:45 AM 2 2 2 4 6 2 2 9 45 26 Total 32 5 4 2 28 7 2 67 645 5 829 7: AM 5 5 2 6 2 3 8 84 238 7:5 AM 2 3 3 8 2 8 2 2 88 25 7:3 AM 7 6 3 9 6 3 2 3 26 2 295 7:45 AM 5 9 4 2 9 5 2 5 3 38 99 6 287 Total 38 22 2 6 36 9 7 26 7 777 7 8: AM 8 8 6 7 9 2 5 85 4 257 8:5 AM 7 3 6 9 5 5 23 5 29 8:3 AM 2 5 6 3 2 2 6 2 5 39 4 26 8:45 AM 4 8 5 2 2 8 2 2 26 26 Total 4 24 8 3 58 4 8 28 6 73 6 9 98 9: AM 6 4 6 7 8 2 8 88 42

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 2 Groups Printed- Cars - Trucks From North From East From South From West Start Time Int. Total 9:5 AM 4 5 6 3 2 5 3 44 5 9 9:3 AM 3 3 4 6 2 4 5 42 3 94 9:45 AM 5 3 2 8 2 4 2 4 3 4 87 Total 25 3 8 5 54 37 6 2 8 27 25 3 432 : AM 3 5 2 7 5 2 4 29 78 :5 AM 2 3 4 4 9 4 2 3 5 8 65 :3 AM 5 5 2 2 7 3 2 2 6 25 2 7 :45 AM 6 2 7 2 3 4 2 5 2 3 4 6 Total 23 3 8 8 6 2 9 5 8 86 3 275 : AM 9 3 6 2 2 7 2 7 4 3 6 2 8 :5 AM 5 4 6 2 2 4 4 6 7 7 :3 AM 7 3 9 2 7 9 2 2 5 25 4 86 :45 AM 2 4 6 24 2 3 23 2 79 Total 23 4 27 7 8 22 5 6 2 8 9 36 2: PM 2 2 29 8 3 4 2 7 8 2 89 2:5 PM 4 6 7 2 3 3 5 3 6 9 2 97 2:3 PM 5 5 6 3 23 5 2 24 85 2:45 PM 8 4 2 24 7 3 2 7 79 Total 8 4 28 9 6 3 8 33 78 5 35

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 3 Groups Printed- Cars - Trucks From North From East From South From West Start Time Int. Total : PM 8 9 28 2 3 2 :5 PM 7 7 2 9 7 3 5 9 2 72 :3 PM 7 5 9 2 5 6 3 3 64 :45 PM 5 4 35 7 5 5 3 87 Total 35 8 29 3 94 3 4 6 3 22 75 6 335 2: PM 5 5 7 26 3 5 3 66 2:5 PM 4 8 3 48 4 2 4 5 5 6 2:3 PM 2 4 3 7 2 7 2 5 5 97 2:45 PM 6 2 8 2 5 6 2 8 4 Total 24 5 34 6 56 3 6 8 4 9 57 37 3: PM 6 3 4 5 3 3 2 3 2 3 6 6 3:5 PM 9 2 8 2 7 6 2 5 2 8 9 33 3:3 PM 8 8 7 7 4 6 4 2 2 34 3:45 PM 4 9 4 6 3 6 3 2 2 6 Total 33 7 38 4 295 36 2 9 9 6 55 544 4: PM 6 7 2 5 4 3 6 26 2 4:5 PM 6 6 2 3 42 4 3 5 22 4:3 PM 4 6 3 5 53 6 2 8 2 23 2 245

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 4 Groups Printed- Cars - Trucks From North From East From South From West Start Time Int. Total 4:45 PM 8 8 4 4 2 3 3 4 7 3 22 Total 34 27 5 3 549 5 7 2 9 8 5 859 5: PM 7 9 38 4 6 3 8 8 8 2 269 5:5 PM 6 2 7 3 53 2 2 2 3 2 223 5:3 PM 9 7 9 5 65 2 4 6 3 2 5 247 5:45 PM 5 2 4 56 4 3 3 2 222 Total 27 4 75 6 635 49 9 9 5 2 64 96 6: PM 7 8 6 89 2 2 4 9 2 6 6:5 PM 6 8 9 4 6 8 2 2 2 67 6:3 PM 4 8 64 4 4 2 4 8 6:45 PM 6 3 5 2 5 7 2 2 5 6 3 Total 23 2 32 37 29 5 6 5 3 73 7 54 Grand Total 376 242 384 92 246 4 9 233 85 447 2877 93 7789 Apprch % 37.5 24.2 38.3 3. 83. 3.8 22. 57. 2.8 3. 84.2 2.7 Total % 4.8 3. 4.9.2 3.6 5.3.2 3. 5.7 36.9.2 Cars 355 239 38 92 2438 388 9 227 85 444 2866 93 7697 % Cars 94.4 98.8 99 99. 94.6 97.4 99.3 99.6 98.8 Trucks 2 3 4 22 22 6 3 92 % Trucks 5.6.2.9 5.4 2.6.7.4.2

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 5 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7:5 AM 7:5 AM 2 3 6 3 8 2 3 8 2 2 88 2 25 7:3 AM 7 6 3 26 9 6 5 3 2 6 3 26 2 238 295 7:45 AM 5 9 4 8 2 9 5 6 2 5 3 38 99 6 243 287 8: AM 8 8 7 6 7 24 9 2 2 5 85 4 24 257 Total Volume 4 25 77 6 42 2 68 7 33 9 49 4 778 3 895 89 % App. Total 53.2 32.5 4.3 8.8 6.8 29.4 4.3 67.3 8.4.6 86.9.5 PHF.63.694.688.74.5.656.74.78.583.75.75.766.684.944.542.92.923 Cars 4 24 75 6 42 2 68 7 33 9 49 4 777 3 894 86 % Cars 97.6 96. 97.4 99.9 99.9 99.7 Trucks 2 3 % Trucks 2.4 4. 2.6...3

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 6 57 75 232 2 2 57 77 234 24 25 4 4 Peak Hour Data 6 894 954 6 895 955 4 777 3 4 778 3 Peak Hour Begins at 7:5 AM Cars Trucks North 2 2 42 42 6 6 826 68 894 2 2 828 68 896 7 7 33 33 9 9 43 49 92 44 49 93 Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Each Approach Begins at: 8: AM 8: AM 7:5 AM 7:5 AM + mins. 8 8 7 6 7 24 8 2 2 88 2 +5 mins. 7 3 6 6 9 2 3 2 6 3 26 2 238 +3 mins. 2 5 6 23 3 2 25 2 5 3 38 99 6 243 +45 mins. 4 8 5 27 2 2 32 9 2 2 5 85 4 24 Total Volume 4 24 8 83 3 58 4 7 33 9 49 4 778 3 895 % App. Total 49.4 28.9 2.7 3 57.4 39.6 4.3 67.3 8.4.6 86.9.5

PHF.732.75.75.769.375.725.833.789.583.75.75.766.684.944.542.92 Cars 39 24 8 8 3 58 39 7 33 9 49 4 777 3 894 % Cars 95. 97.6 97.5 99 99.9 99.9 Trucks 2 2 % Trucks 4.9 2.4 2.5.. In - Peak Hour: 8: AM 8 2 83 8 8 24 24 39 2 4 Peak Hour Data In - Peak Hour: 7:5 AM 894 895 4 777 3 4 778 3 Cars Trucks North 39 4 58 58 3 3 In - Peak Hour: 8: AM 7 7 33 33 9 9 49 49 In - Peak Hour: 7:5 AM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 8 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Entire Intersection Begins at 2:5 PM 2:5 PM 4 6 7 7 2 3 42 3 5 3 6 9 2 27 97 2:3 PM 5 5 6 6 3 23 5 3 2 3 24 35 85 2:45 PM 8 4 3 2 24 7 33 3 2 6 7 27 79 : PM 8 9 27 28 39 2 4 3 42 2 Total Volume 27 2 26 73 7 5 33 45 8 9 7 24 37 9 4 3 373 % App. Total 37 27.4 35.6 4.8 72.4 22.8 33.3 37.5 29.2 28.2 68.7 3. PHF.675.625.722.676.583.875.75.863.667.45.583.545.84.75.5.78.833 Cars 24 2 26 7 7 4 29 4 8 9 7 24 37 9 4 3 365 % Cars 88.9 95.9 99. 87.9 96.6 97.9 Trucks 3 3 4 5 8 % Trucks. 4.. 2. 3.4 2.

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 9 75 7 45 4 3 7 79 73 52 26 26 2 2 24 3 27 Peak Hour Data 38 3 269 39 3 27 37 9 37 9 4 4 Peak Hour Begins at 2:5 PM Cars Trucks North 29 4 33 4 5 7 7 2 4 26 3 5 8 24 45 269 8 8 9 9 7 7 3 24 55 3 24 55 Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Each Approach Begins at: : PM 2: PM :45 AM 2:5 PM + mins. 8 9 27 2 29 8 39 2 5 2 9 6 9 2 27 +5 mins. 7 7 4 2 3 42 2 7 4 3 24 35 +3 mins. 7 5 9 2 3 23 5 3 4 5 7 27 +45 mins. 5 4 2 2 24 7 33 2 2 5 9 3 42 Total Volume 35 8 29 82 9 6 3 45 7 8 36 37 9 4 3 % App. Total 42.7 22 35.4 6.2 73. 2.7 9.4 5 3.6 28.2 68.7 3.

PHF.795.563.86.759.75.883.75.863.875.643.55.692.84.75.5.78 Cars 32 7 29 78 9 6 26 4 7 7 35 37 9 4 3 % Cars 9.4 94.4 95. 86.7 97.2 94.4 97.2 Trucks 3 4 4 4 % Trucks 8.6 5.6 4.9 3.3 2.8 5.6 2.8 In - Peak Hour: : PM 78 4 82 29 29 7 8 32 3 35 Peak Hour Data In - Peak Hour: 2:5 PM 3 3 37 9 37 9 4 4 Cars Trucks North 26 4 3 6 6 9 9 In - Peak Hour: 2: PM 4 4 45 7 7 7 8 35 36 In - Peak Hour: :45 AM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Entire Intersection Begins at 5: PM 5: PM 7 9 38 54 4 6 3 78 8 9 8 8 2 28 269 5:5 PM 6 2 7 35 3 53 66 2 2 5 2 3 2 7 223 5:3 PM 9 7 9 25 5 65 2 82 4 6 3 3 2 5 27 247 5:45 PM 5 2 28 4 56 4 74 3 3 6 2 4 222 Total Volume 27 4 75 42 6 635 49 7 9 9 5 33 2 64 86 96 % App. Total 9 28.2 52.8 2.3 9.7 7 27.3 57.6 5.2 4 74.4.6 PHF.75.833.493.657.8.962.875.962.563.594.47.635.375.762.5.768.893 Cars 27 4 75 42 6 634 48 698 9 9 5 33 2 64 86 959 % Cars 99.8 98. 99.7 99.8 Trucks 2 2 % Trucks.2 2..3.2

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 2 79 42 22 8 42 222 75 75 4 4 27 27 Peak Hour Data 78 86 84 79 86 85 2 64 2 64 Peak Hour Begins at 5: PM Cars Trucks North 48 49 634 635 6 6 96 698 794 2 2 96 7 796 9 9 9 9 5 5 66 33 99 66 33 99 Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Each Approach Begins at: 4:3 PM 5: PM 3: PM 4: PM + mins. 4 6 3 33 4 6 3 78 3 2 3 8 26 36 +5 mins. 8 8 4 3 3 53 66 2 5 2 9 3 5 8 +3 mins. 7 9 38 54 5 65 2 82 4 6 2 23 2 27 +45 mins. 6 2 7 35 4 56 4 74 3 6 3 2 4 7 3 24 Total Volume 35 35 82 52 6 635 49 7 2 9 9 4 9 8 5 5 % App. Total 23 23 53.9 2.3 9.7 7 3 47.5 22.5 8. 77. 4.8

PHF.625.729.539.74.8.962.875.962.75.792.75.833.475.779.47.729 Cars 34 35 82 5 6 634 48 698 2 8 9 39 8 8 5 4 % Cars 97. 99.3 99.8 98 99.7 94.7 97.5 94.7 99 Trucks 2 % Trucks 2.9.7.2 2.3 5.3 2.5 5.3 In - Peak Hour: 4:3 PM 5 52 82 82 35 35 34 35 Peak Hour Data In - Peak Hour: 4: PM 4 5 8 8 9 8 5 5 Cars Trucks North 48 49 634 635 6 6 In - Peak Hour: 5: PM 698 2 7 2 2 8 9 9 9 39 4 In - Peak Hour: 3: PM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 4 Groups Printed- Cars From North From East From South From West Start Time Int. Total 6: AM 5 5 2 3 2 47 75 6:5 AM 7 2 2 5 3 4 2 8 2 22 6:3 AM 5 7 4 3 3 25 69 3 22 6:45 AM 2 2 4 6 2 2 9 44 24 Total 28 4 3 2 28 7 2 67 64 5 89 7: AM 5 5 2 6 2 3 8 84 238 7:5 AM 2 3 3 8 2 8 2 2 88 249 7:3 AM 7 5 3 9 6 3 2 3 26 2 294 7:45 AM 5 9 4 2 9 5 2 5 3 38 98 6 286 Total 37 2 2 6 36 9 7 26 7 776 67 8: AM 8 8 6 7 9 2 5 85 4 257 8:5 AM 5 3 6 9 5 5 23 5 26 8:3 AM 2 5 6 3 2 2 6 2 5 39 4 26 8:45 AM 4 8 5 2 2 8 2 9 26 25 Total 39 24 8 3 58 39 8 28 6 72 6 9 94 9: AM 6 4 6 7 8 2 8 88 42 9:5 AM 4 5 6 3 2 5 3 43 5 8 9:3 AM 9 3 3 4 6 2 4 5 4 3 92

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 5 Groups Printed- Cars From North From East From South From West Start Time Int. Total 9:45 AM 4 3 2 8 2 4 2 4 3 4 86 Total 23 3 8 5 54 37 6 2 8 27 23 3 428 : AM 3 5 2 6 4 2 4 28 75 :5 AM 3 4 4 9 3 2 3 5 8 63 :3 AM 5 5 2 2 6 3 2 2 6 24 2 69 :45 AM 6 2 7 2 3 3 2 5 2 3 4 6 Total 22 3 8 8 6 6 9 5 8 84 3 267 : AM 8 3 6 2 9 7 2 7 4 3 6 2 79 :5 AM 5 4 6 2 2 4 4 6 7 7 :3 AM 5 3 9 2 7 8 2 5 25 4 82 :45 AM 2 4 6 24 2 3 23 2 79 Total 2 4 27 7 8 2 5 5 2 8 9 3 2: PM 2 2 29 8 3 4 2 7 7 2 88 2:5 PM 4 6 7 2 3 3 5 3 6 9 2 97 2:3 PM 5 5 6 3 23 3 2 24 83 2:45 PM 7 4 2 24 5 3 2 7 76 Total 7 4 28 9 6 26 8 33 77 5 344

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 6 Groups Printed- Cars From North From East From South From West Start Time Int. Total : PM 8 8 9 27 2 3 9 :5 PM 7 7 2 9 6 3 5 9 2 7 :3 PM 7 5 9 5 6 3 3 62 :45 PM 4 4 34 7 4 5 3 83 Total 32 7 29 3 9 29 4 5 3 22 75 6 325 2: PM 5 5 6 25 3 5 3 64 2:5 PM 4 8 3 48 2 2 3 5 5 2 2:3 PM 2 4 3 3 2 7 2 5 5 92 2:45 PM 5 2 8 2 45 6 2 8 4 94 Total 22 5 33 6 48 24 6 7 4 9 57 352 3: PM 6 3 3 5 3 3 2 3 2 3 6 5 3:5 PM 9 2 8 2 69 6 2 5 2 8 9 32 3:3 PM 8 8 7 68 4 6 4 2 2 3 3:45 PM 4 9 3 5 3 5 3 2 2 58 Total 33 7 37 4 29 34 2 8 9 6 55 535 4: PM 6 7 2 5 4 3 6 26 2 4:5 PM 6 6 2 3 4 4 3 5 2 4:3 PM 4 6 3 5 53 6 2 8 23 2 244

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 7 Groups Printed- Cars From North From East From South From West Start Time Int. Total 4:45 PM 7 8 4 4 2 3 3 4 7 3 2 Total 33 27 5 3 547 5 7 2 8 8 5 855 5: PM 7 9 38 4 6 3 8 8 8 2 269 5:5 PM 6 2 7 3 53 2 2 2 3 2 223 5:3 PM 9 7 9 5 64 4 6 3 2 5 245 5:45 PM 5 2 4 56 4 3 3 2 222 Total 27 4 75 6 634 48 9 9 5 2 64 959 6: PM 7 8 6 89 2 2 4 9 2 6 6:5 PM 6 8 9 4 5 7 2 9 2 64 6:3 PM 4 7 64 3 4 2 4 8 9 6:45 PM 5 3 5 2 5 7 2 4 6 3 98 Total 22 2 3 37 27 5 4 5 2 72 7 532 Grand Total 355 239 38 92 2438 388 9 227 85 444 2866 93 7697 Apprch % 36.4 24.5 39 3.2 83.6 3.3 22.4 56.5 2. 3 84.2 2.7 Total % 4.6 3. 4.9.2 3.7 5.2 2.9. 5.8 37.2.2

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 8 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7:5 AM 7:5 AM 2 3 5 3 8 2 3 8 2 2 88 2 249 7:3 AM 7 5 3 25 9 6 5 3 2 6 3 26 2 238 294 7:45 AM 5 9 4 8 2 9 5 6 2 5 3 38 98 6 242 286 8: AM 8 8 7 6 7 24 9 2 2 5 85 4 24 257 Total Volume 4 24 75 6 42 2 68 7 33 9 49 4 777 3 894 86 % App. Total 53.3 32 4.7 8.8 6.8 29.4 4.3 67.3 8.4.6 86.9.5 PHF.588.667.688.75.5.656.74.78.583.75.75.766.684.943.542.924.923

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 9 57 75 232 24 4 Peak Hour Data 6 894 954 4 777 3 Peak Hour Begins at 7:5 AM Cars North 2 42 6 826 68 894 7 33 9 43 49 92 Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Each Approach Begins at: 8: AM 8:3 AM 7:5 AM 7:5 AM + mins. 8 8 7 3 2 25 8 2 2 88 2 +5 mins. 5 3 6 4 2 2 32 3 2 6 3 26 2 238 +3 mins. 2 5 6 23 7 9 2 5 3 38 98 6 242 +45 mins. 4 8 5 27 3 25 9 2 2 5 85 4 24 Total Volume 39 24 8 8 4 55 42 7 33 9 49 4 777 3 894 % App. Total 48. 29.6 22.2 4 54.5 4.6 4.3 67.3 8.4.6 86.9.5

PHF.696.75.75.75.5.688.88.789.583.75.75.766.684.943.542.924 In - Peak Hour: 8: AM 8 8 24 39 Peak Hour Data In - Peak Hour: 7:5 AM 894 4 777 3 Cars North 42 55 4 In - Peak Hour: 8:3 AM 7 33 9 49 In - Peak Hour: 7:5 AM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 2 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Entire Intersection Begins at 2:5 PM 2:5 PM 4 6 7 7 2 3 42 3 5 3 6 9 2 27 97 2:3 PM 5 5 6 6 3 23 3 29 2 3 24 35 83 2:45 PM 7 4 2 2 24 5 3 3 2 6 7 27 76 : PM 8 8 9 25 27 38 2 4 3 42 9 Total Volume 24 2 26 7 7 4 29 4 8 9 7 24 37 9 4 3 365 % App. Total 34.3 28.6 37. 5 74.3 2.7 33.3 37.5 29.2 28.2 68.7 3. PHF.75.625.722.7.583.867.659.833.667.45.583.545.84.75.5.78.837

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 22 75 7 45 26 2 24 Peak Hour Data 38 3 269 37 9 4 Peak Hour Begins at 2:5 PM Cars North 29 4 7 2 4 26 8 9 7 3 24 55 Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Each Approach Begins at: : PM 2: PM :5 AM 2:5 PM + mins. 8 8 9 25 2 29 8 39 2 3 6 6 9 2 27 +5 mins. 7 7 4 2 3 42 3 2 2 7 24 35 +3 mins. 7 5 9 2 3 23 3 29 2 5 2 9 7 27 +45 mins. 4 4 8 2 24 5 3 2 7 4 3 3 42 Total Volume 32 7 29 78 9 6 26 4 9 7 9 35 37 9 4 3 % App. Total 4 2.8 37.2 6.4 75.2 8.4 25.7 48.6 25.7 28.2 68.7 3.

PHF.8.53.86.78.75.883.65.839.75.67.563.673.84.75.5.78 In - Peak Hour: : PM 78 29 7 32 Peak Hour Data In - Peak Hour: 2:5 PM 3 37 9 4 Cars North 26 6 9 In - Peak Hour: 2: PM 4 9 7 9 35 In - Peak Hour: :5 AM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 24 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Entire Intersection Begins at 5: PM 5: PM 7 9 38 54 4 6 3 78 8 9 8 8 2 28 269 5:5 PM 6 2 7 35 3 53 66 2 2 5 2 3 2 7 223 5:3 PM 9 7 9 25 5 64 8 4 6 3 3 2 5 27 245 5:45 PM 5 2 28 4 56 4 74 3 3 6 2 4 222 Total Volume 27 4 75 42 6 634 48 698 9 9 5 33 2 64 86 959 % App. Total 9 28.2 52.8 2.3 9.8 6.9 27.3 57.6 5.2 4 74.4.6 PHF.75.833.493.657.8.966.857.969.563.594.47.635.375.762.5.768.89

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 25 79 42 22 75 4 27 Peak Hour Data 78 86 84 2 64 Peak Hour Begins at 5: PM Cars North 48 634 6 96 698 794 9 9 5 66 33 99 Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Each Approach Begins at: 4:3 PM 5: PM 3: PM 4: PM + mins. 4 6 3 33 4 6 3 78 3 2 3 8 26 36 +5 mins. 7 8 4 29 3 53 66 2 5 2 9 3 5 8 +3 mins. 7 9 38 54 5 64 8 4 6 23 2 26 +45 mins. 6 2 7 35 4 56 4 74 3 5 3 4 7 3 24 Total Volume 34 35 82 5 6 634 48 698 2 8 9 39 8 8 5 4 % App. Total 22.5 23.2 54.3 2.3 9.8 6.9 3.8 46.2 23. 7.3 77.9 4.8

PHF.67.729.539.699.8.966.857.969.75.75.75.886.45.779.47.722 In - Peak Hour: 4:3 PM 5 82 35 34 Peak Hour Data In - Peak Hour: 4: PM 4 8 8 5 Cars North 48 634 6 In - Peak Hour: 5: PM 698 2 8 9 39 In - Peak Hour: 3: PM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 27 Groups Printed- Trucks From North From East From South From West Start Time Int. Total 6: AM 6:5 AM 4 2 7 6:3 AM 6:45 AM 2 Total 4 4 7: AM 7:5 AM 7:3 AM 7:45 AM Total 3 8: AM 8:5 AM 2 3 8:3 AM 8:45 AM Total 2 4 9: AM 9:5 AM 9:3 AM 2

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 28 Groups Printed- Trucks From North From East From South From West Start Time Int. Total 9:45 AM Total 2 2 4 : AM 3 :5 AM 2 :3 AM 2 :45 AM Total 4 2 8 : AM 2 :5 AM :3 AM 2 4 :45 AM Total 3 6 2: PM 2:5 PM 2:3 PM 2 2 2:45 PM 2 3 Total 4 6

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 29 Groups Printed- Trucks From North From East From South From West Start Time Int. Total : PM 2 3 :5 PM :3 PM 2 2 :45 PM 4 Total 3 4 2: PM 2 2:5 PM 2 4 2:3 PM 4 5 2:45 PM 6 7 Total 2 8 6 8 3: PM 3:5 PM 3:3 PM 3 4 3:45 PM 3 Total 5 2 9 4: PM 4:5 PM 2 2 4:3 PM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 3 Groups Printed- Trucks From North From East From South From West Start Time Int. Total 4:45 PM Total 2 4 5: PM 5:5 PM 5:3 PM 2 5:45 PM Total 2 6: PM 6:5 PM 3 6:3 PM 2 6:45 PM 3 Total 2 2 8 Grand Total 2 3 4 22 22 6 3 92 Apprch % 75.7 4.3 5 5 2.4 78.6 Total % 22.8 3.3 4.3 23.9 23.9 6.5 3.3 2

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 3 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Entire Intersection Begins at 6: AM 6: AM 6:5 AM 4 5 2 2 7 6:3 AM 6:45 AM 2 Total Volume 4 6 4 4 % App. Total 66.7 6.7 6.7 PHF.25.25.25.3..........5..5.357

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 32 6 6 4 Peak Hour Data 4 5 4 Peak Hour Begins at 6: AM Trucks North 8 8 Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Each Approach Begins at: 6: AM 7:3 AM 6: AM 6: AM + mins. +5 mins. 4 5 2 2 +3 mins. +45 mins. Total Volume 4 6 4 4 % App. Total 66.7 6.7 6.7

PHF.25.25.25.3...25.25......5..5 In - Peak Hour: 6: AM 6 4 Peak Hour Data In - Peak Hour: 6: AM 4 4 Trucks North In - Peak Hour: 7:3 AM In - Peak Hour: 6: AM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 34 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Entire Intersection Begins at : PM : PM 2 2 3 :5 PM :3 PM 2 2 2 :45 PM 2 4 Total Volume 3 4 4 5 % App. Total 75 25 8 2 PHF.375.25..5..5.25.625..25..25.....625

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 35 2 4 6 3 Peak Hour Data 4 4 Peak Hour Begins at : PM Trucks North 4 3 5 8 2 Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Each Approach Begins at: : PM 2:3 PM :45 AM : AM + mins. 2 2 2 2 +5 mins. 2 2 +3 mins. +45 mins. 2 Total Volume 3 4 5 6 2 2 % App. Total 75 25 6.7 83.3

PHF.375.25..5..25.625.75..25..25..5..5 In - Peak Hour: : PM 4 3 Peak Hour Data In - Peak Hour: : AM 2 2 Trucks North 5 In - Peak Hour: 2:3 PM 6 In - Peak Hour: :45 AM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 37 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Entire Intersection Begins at 2: PM 2: PM 2 2:5 PM 2 2 4 2:3 PM 4 5 5 2:45 PM 6 6 7 Total Volume 2 3 8 6 4 8 % App. Total 66.7 33.3 57. 42.9 PHF.5..25.75..333.375.583..25..25.....643

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 38 7 3 2 Peak Hour Data 9 9 Peak Hour Begins at 2: PM Trucks North 6 8 2 4 6 Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Each Approach Begins at: 2: PM 2: PM 6: PM 6: PM + mins. +5 mins. 2 2 +3 mins. 4 5 +45 mins. 6 6 Total Volume 2 3 8 6 4 2 2 2 % App. Total 66.7 33.3 57. 42.9 5 5

PHF.5..25.75..333.375.583..5..5.25.25..5 In - Peak Hour: 2: PM 3 2 Peak Hour Data In - Peak Hour: 6: PM 2 Trucks North 6 8 In - Peak Hour: 2: PM 4 2 2 In - Peak Hour: 6: PM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 4 Groups Printed- Bikes Peds From North From East From South From West Start Time Peds Peds Peds Peds Exclu. Total Inclu. Total Int. Total 6: AM 6:5 AM 6:3 AM 6:45 AM Total 7: AM 7:5 AM 7:3 AM 7:45 AM Total 8: AM 8:5 AM 8:3 AM 8:45 AM Total 9: AM 9:5 AM 9:3 AM 9:45 AM Total

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 4 Groups Printed- Bikes Peds From North From East From South From West Start Time Peds Peds Peds Peds Exclu. Total Inclu. Total Int. Total : AM :5 AM :3 AM :45 AM Total : AM :5 AM :3 AM :45 AM Total 2: PM 2:5 PM 2:3 PM 2:45 PM Total 2 2 : PM :5 PM :3 PM :45 PM Total

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 42 Groups Printed- Bikes Peds From North From East From South From West Start Time Peds Peds Peds Peds Exclu. Total Inclu. Total Int. Total 2: PM 2:5 PM 2:3 PM 2:45 PM Total 3: PM 3:5 PM 3:3 PM 3:45 PM Total 4: PM 4:5 PM 4:3 PM 4:45 PM Total 2 5: PM 5:5 PM 5:3 PM 5:45 PM Total

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 43 Groups Printed- Bikes Peds From North From East From South From West Start Time Peds Peds Peds Peds Exclu. Total Inclu. Total Int. Total 6: PM 6:5 PM 6:3 PM 6:45 PM Total Grand Total 2 2 5 6 Apprch % 33.3 66.7 Total % 4 2 4 6.7 83.3

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 44 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Entire Intersection Begins at 6: AM 6: AM 6:5 AM 6:3 AM 6:45 AM Total Volume % App. Total PHF.................

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 45 Peak Hour Data Peak Hour Begins at 6: AM Bikes Peds North Peak Hour Analysis From 6: AM to 9:45 AM - Peak of Peak Hour for Each Approach Begins at: 6: AM 6: AM 6: AM 6: AM + mins. +5 mins. +3 mins. +45 mins. Total Volume % App. Total

PHF................ In - Peak Hour: 6: AM Peak Hour Data In - Peak Hour: 6: AM Bikes Peds North In - Peak Hour: 6: AM In - Peak Hour: 6: AM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 47 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Entire Intersection Begins at 2:5 PM 2:5 PM 2:3 PM 2:45 PM : PM Total Volume 2 2 3 % App. Total PHF..25..25......5..5.....75

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 48 2 3 Peak Hour Data Peak Hour Begins at 2:5 PM Bikes Peds North 2 2 3 Peak Hour Analysis From : AM to :45 PM - Peak of Peak Hour for Each Approach Begins at: :3 AM : AM 2:5 PM : AM + mins. +5 mins. +3 mins. +45 mins. Total Volume 2 2 % App. Total

PHF..25..25......5..5.... In - Peak Hour: :3 AM Peak Hour Data In - Peak Hour: : AM Bikes Peds North In - Peak Hour: : AM 2 2 In - Peak Hour: 2:5 PM

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 5 From North From East From South From West Start Time App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Entire Intersection Begins at 3:3 PM 3:3 PM 3:45 PM 4: PM 4:5 PM Total Volume % App. Total PHF..25..25.............25

N/S Street : Rangeway Road E/W Street : Nashua Road City/State : Billerica, MA Weather : Clear File Name : 682 Site Code : 682 Start Date : 2/5/28 Page No : 5 Peak Hour Data Peak Hour Begins at 3:3 PM Bikes Peds North Peak Hour Analysis From 2: PM to 6:45 PM - Peak of Peak Hour for Each Approach Begins at: 3:3 PM 2: PM 2: PM 2: PM + mins. +5 mins. +3 mins. +45 mins. Total Volume % App. Total

PHF..25..25............ In - Peak Hour: 3:3 PM Peak Hour Data In - Peak Hour: 2: PM Bikes Peds North In - Peak Hour: 2: PM In - Peak Hour: 2: PM

Appendix D Traffic Signal Warrant Analysis

Traffic Control Signal Warrant Analysis City/Town: Billerica, MA Location: Nashua Road at Rangeway Road Date: 2/26/28 Project No.: 682 Analyst: DHC Summary of Warrant Analysis: Warrant : Warrant 2 Warrant 3 Warrant 7 NO YES YES NO of 6 2/28/28

Traffic Control Signal Warrant Analysis Billerica, MA Nashua Road at Rangeway Road Major Steet: Minor Street: Direction: Lanes: 2 EB WB NB SB End Time EB WB Total NB SB Higher : 2: 3: 4: 5: 6: 724 47 772 24 4 4 7: 93 62 965 43 72 72 8: 689 2 79 42 83 83 9: 247 97 344 35 56 56 : 8 9 98 25 54 54 : 2 223 3 64 64 2: 7 46 264 29 6 6 3: 4 28 232 23 82 82 4: 78 94 272 28 73 73 5: 82 338 42 4 88 88 6: 6 69 725 29 2 2 7: 87 77 794 33 42 42 8: 94 349 443 26 75 75 9: 2: 2: 22: 23: : Major Street speed exceed 4 MPH: Population less than,: Yes No 2 of 6 2/28/28

WARRANT EIGHT HOUR VEHICULAR VOLUME (TABLE 4C- 29 MUTCD) Number of lanes for moving traffic on each approach Major Street Minor Street Condition A Minimum Vehicular Volume Vehicles per hour on major street (total of both approaches) Vehicles per hour on higher-volume minor-street approach (one direction only) % a 8% b 7% c 56% d % a 8% b 7% c 56% d 5 4 35 28 5 2 5 84 2 or more 6 48 42 336 5 2 5 84 2 or more 2 or more 6 48 42 336 2 6 4 2 2 or more 5 4 35 28 2 6 4 2 Number of lanes for moving traffic on each approach Major Street Minor Street % a 8% b 7% c 56% d % a 8% b 7% c 56% d 75 6 525 42 75 6 53 42 2 or more 9 72 63 54 75 6 53 42 2 or more 2 or more 9 72 63 54 8 7 56 2 or more 75 6 525 42 8 7 56 a Basic minimum hourly volume b Used for combination of Conditions A and B after adequate trial of other remedial measures c May be used when the major-street speed exceeds 4 mph or in an isolated community with a population of less than, Condition B Interruption of Continuous Traffic Vehicles per hour on major street (total of both approaches) Vehicles per hour on higher-volume minor-street approach (one direction only) d May be used for combination of Conditions A and B after adequate trial of other remedial measures when the major-street speed exceeds 4 mph or in an isolated community with a population of less than, Warrant Evaluation AND Condition A B A8 B8 : 2: 3: 4: 5: 6: 7: X X 8: X X 9: : : 2: 3: 4: 5: X X 6: X X X X 7: X X X X 8: X 9: 2: 2: 22: 23: : WARRANT MET? NO NO NO 3 of 6 2/28/28

MINOR STREET HIGHWE VOLUME APPROACH VPH WARRANT 2, FOUR HOUR VEHICULAR VOLUME (7% FACTOR) (COMMUNITY LESS THAN, POPULATION OR ABOVE 4 MPH ON MAJOR STREET) (FIGURE 4C-2 OF 29 MUTCD) 6 4 2 NO 8 6 4 2 2 3 4 5 6 7 8 MAJOR STREET - TOTAL OF BOTH APPROACHES - 9 2 VEHICLES PER HOUR (VPH) ling Above Applicable Curve: 2 ANT MET? YES 4 of 6 2/28/28

MINOR STREET HIGHWE VOLUME APPROACH VPH 6 WARRANT 3, PEAK HOUR (7% FACTOR) (COMMUNITY LESS THAN, POPULATION OR ABOVE 4 MPH ON MAJOR STREET) (FIGURE 4C-3 OF 29 MUTCD) 4 NO 2 8 6 4 2 3 4 5 6 7 8 9 2 3 4 5 MAJOR STREET - TOTAL OF BOTH APPROACHES - VEHICLES PER HOUR (VPH) Number of Hours Falling Above Applicable Curve: 8 WARRANT MET? YES 5 of 6 2/28/28

WARRANT 7 Crash Experience Number of lanes for moving traffic on each approach Major Street Minor Street Condition A Minimum Vehicular Volume Vehicles per hour on major street (total of both approaches) Vehicles per hour on higher-volume minor-street approach (one direction only) % a 8% b 7% c 56% d % a 8% b 7% c 56% d 5 4 35 28 5 2 5 84 2 or more 6 48 42 336 5 2 5 84 2 or more 2 or more 6 48 42 336 2 6 4 2 2 or more 5 4 35 28 2 6 4 2 Number of lanes for moving traffic on each approach Major Street Minor Street Condition B Interruption of Continuous Traffic Vehicles per hour on major street (total of both approaches) Vehicles per hour on higher-volume minor-street approach (one direction only) % a 8% b 7% c 56% d % a 8% b 7% c 56% d 75 6 525 42 75 6 53 42 2 or more 9 72 63 54 75 6 53 42 2 or more 2 or more 9 72 63 54 8 7 56 2 or more 75 6 525 42 8 7 56 Warrant Evaluation Condition A8 B8 : 2: 3: 4: 5: 6: 7: X 8: X 9: : : 2: 3: 4: 5: X X 6: X X 7: X X 8: X 9: 2: 2: 22: 23: : WARRANT MET? NO NO For each of any 8 hours of an average day, the vehicles per hour (vph) given in both of the 8 percent columns of Condition A in Table 4C- (see Section 4C.2), or the vph in both of the 8 percent columns of Condition B in Table 4C- exists on the major-street and the highervolume minor-street approach, respectively, to the intersection, or the volume of pedestrian traffic is not less than 8 percent of the requirements specified in the Pedestrian Volume warrant. These major-street 3 6 6 of 6 2/28/28

Appendix E Canco Woods Traffic Count Data