December 4, Merrimac Zoning Board of Appeals 2-8 School Street Merrimac, MA Attn: Kathy Marshall. Dear Board Members:

Transcription

1 December 4, 28 Merrimac Zoning Board of Appeals 2-8 School Street Merrimac, MA 86 Attn: Kathy Marshall RE: RAMSHEAD MERRIMAC, MA Dear Board Members: Bayside Engineering, Inc. has received the MDM Transportation Consultants, Inc. (MDM) October 29, 28 review of the Traffic Impact and Access Study (TIAS) and the Site Plans prepared for the proposed residential development, Ramshead, in Merrimac, Massachusetts. The purpose of this letter is to jointly respond to the comments raised on the TIAS and the site plans. Comment No. : Response: Comment No.2: Response: Study Area: The study area includes the Site driveway and nearest major intersections north of the Site (Broad Street at -495 ramps) and east of the Site (Broad Street at High Street Connector). MDM concurs that these study locations are appropriate and in context with the likely traffic impacts for the Project. Bayside concurs with this statement. However, as requested at the October 29, 28 Zoning Board of Appeals hearing, the study area has been expanded to include the intersection of River Road and High Street. New peak period turning movement counts were conducted on Wednesday November 4, 28 at this intersection and the count sheets are included in the Appendix. Traffic Volumes: Traffic volumes for study locations were conducted in late March 28 for the weekday AM and PM peak hours, adjusted to reflect seasonal correction factors derived from nearby MassDOT permanent count stations. MDM has also reviewed these seasonallyadjusted data against traffic volumes taken from a spot count of one study intersection in October 28. The seasonally-adjusted traffic volumes presented in the TIAS are a reasonable representation of typical/average traffic volume conditions for weekday peak AM and PM peak hours along Broad Street. Bayside concurs with this statement. The new peak period turning movement counts conducted in November were found to be slightly lower than average month conditions. The November peak hour volumes were 6 Unicorn Park Drive Woburn, MA 8 Phone Fax:

2 Merrimac ZBA December 4, 28 Page 2 adjusted upward by a factor of.29 to represent average month conditions. The seasonal adjustment data is included in the Appendix, as well as the revised existing traffic flow networks. Comment No. 3: Response: Comment No. 4: Response: Comment No. 5: Crash Data: The TIAS presents relevant crash data for the study intersections for the period 2-25 confirming that crash rates are below statewide and district-level average rates. Likewise, the study locations are not listed as high crash locations on the MassDOT HSIP crash clusters. As a supplemental to the TIAS, the Applicant summarized 26 crash data (the latest data available from MassDOT) for the study intersections. While the 26 data showed an increase in crashes at the study locations compared to prior years, the intersections still exhibit crash rates that are below Statewide and MassDOT District 4 averages. MDM concurs with the crash analysis methodology and conclusions as presented in the TIAS. Bayside concurs with this statement. The supplemental crash data is summarized in Table and the crash rate worksheets are included in the Appendix. Observed Delays and Queues: The Applicant recorded vehicle delays and queuing for the critical -495 Northbound Ramp/Broad Street intersection during the weekday morning and evening peak hour. MDM conducted a site visit in October 28 and observed similar vehicle delay and queuing operations and therefore concurs with the reported results. Bayside concurs with this statement. Vehicle Travel Speeds: Vehicle travel speeds were summarized in the TIAS for Broad Street and indicate an 85th percentile travel speed of 38 miles per hour in the eastbound direction and 36 miles per hour in the westbound direction. According to the TIAS, the posted speed limit is 3 miles per hour on Broad Street. MDM verified that a 3 mile per hour speed limit sign is posted at High Street Connector for the eastbound direction and 35 mile per hour speed limits are posted to the west of the -495 interchange for both travel directions. As a supplemental to the TIAS, the Applicant provided travel speed data to support the findings. Table 3 in the TIAS should be corrected to reference March 27, 28 as the day speed data was recorded. Response: Bayside concurs with this statement. Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Correspondence\Merrimac ZBA 248 F.docx

3 TABLE MOTOR VEHICLE CRASH DATA SUMMARY a Location Scenario Broad Street/ I-495 Southbound Ramps Broad Street/ I-495 Northbound Ramps Broad Street/ River Road High Street/ River Road Year b : Total Average b Crash Rate c Significant d No No No No Type: Angle Rear-End Sideswipe Head-On Bicycle Single Vehicle Crash Unknown Total Time of Day: Morning (7: to 9: AM) Evening (4: to 6: PM) Remainder of Day Total Pavement Conditions: Dry Wet Snow/Ice/Slush Unknown Total Severity: Property Damage Only Personal Injury Fatal Accident Unknown Total a Source: MassDOT. b Average crashes over analysis period. c Crash rate per million entering vehicles (mev). d Signalized intersections are significant if rate >.73 crashes per million vehicles, and unsignalized intersections are significant if rate >.56 crashes per million vehicles. Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Traffic\Reports\Table 38 D.docx

4 Merrimac ZBA December 4, 28 Page 4 Comment No. 6: Response: Comment No. 7: Response: Comment No. 8: Response: Sight Distance: MDM conducted site visits on October th and 23'd, 28 to review the existing sight lines at the Broad Street at High Street Connector intersection with respect to regulatory and measured 85th percentile travel speeds following American Association of State Highway and Transportation Officials' (AASHTO) guidance. AASHTO standards reference two types of sight distance that are relevant at the existing Broad Street at High Street intersection: Stopping Sight Distance (SSD) and Intersection Sight Distance (lsd). Sight lines for critical vehicle movements were compared to minimum SSD and lsd recommendations for the regulatory and observed speeds in the area. Bayside concurs with this statement. Public Transportation: MDM concurs that no site trip adjustments should be made to account for public transportation because of the limited Merrimack Valley Regional Transportation Authority (MVRTA) service proximate to the site. Bayside concurs with this statement. Traffic Growth: Future traffic volumes are projected to a 7-year horizon using percent annualized growth in accordance with the Town of Merrimac's Planning Board. MDM concurs that these growth factors are consistent with protocols customary to the industry and present a reasonable basis for estimating "No Build" traffic volume conditions for purposes of the Project TIAS. MDM notes that the Background Traffic Growth section claims a 4% annual rate, however, the Applicant has subsequently clarified the that a % per year growth rate was applied to existing traffic conditions. Bayside concurs with this statement. The background growth rate used in the TIAS was one () percent, compounded annually. However, at the ZBA Public Hearing of October 29, 28, two potential projects were also identified that could have an impact on future traffic volumes. The first one was the Atlantic Sports Center, located in the neighboring City of Amesbury on South Hunt Road. Bayside contacted the City of Amesbury and obtained the relevant traffic studies and traffic projections. These data were further extrapolated through the Ramshead study area intersections. The projections are included in the Appendix. A second possible project was also identified. This was for a proposed gas station at the intersection of Broad Street and High Street. No plans have Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Correspondence\Merrimac ZBA 248 F.docx

5 Merrimac ZBA December 4, 28 Page 5 been filed with the Town of Merrimac. Also, in order to construct a gas station at this site, a re-zoning of the property would be needed and confirmation by Town Meeting. As no plans have been filed at this time, it has not been included as a background project. It should be noted that if a gas station were to be permitted and constructed, most of the traffic would not be new traffic as traffic for gas stations is mostly already on the streets and public ways passing by the site. The future No-Build traffic flow networks were adjusted to account for the Atlantic Sports Park and the revised No-Build traffic flow networks are included in the Appendix. Comment No. 9: Response: Trip Generation: Site trip generation estimates for the Project are based on the Institute of Transportation Engineers (ITE) in Trip Generation th Edition for mid-rise apartment uses, Land Use Code (LUC) 22 and indicates 64 vehicle trips during the weekday morning peak hour and 82 vehicle trips during the weekday evening peak hour for the 89 unit apartment complex. The site trip generation peak hour estimates appears reasonable for the proposed residential complex based on industry standard trip generation rates. Bayside concurs with this statement. At the ZBA Public Hearing of October 29, 28, as a comparison, the project proponent was requested to perform trip generation counts at Longview in Georgetown, MA. Longview is a similar scale, 4B project and consists of 86 apartments. In November 28, traffic counts were conducted at the three existing driveways to the Longview project. The count sheets are included in the Appendix. Table 2 summarizes the observed count data for the weekday morning and weekday evening peak hours. Table 2 also compares the projected trips using the Longview rates to the proposed Ramshead trips. During the weekday morning, Longview generates trips at a slightly higher rate than the ITE data (used in the original Ramshead TIAS) and at a rate lower than the ITE rate during the weekday evening peak hour. Therefore, moving forward, the higher volumes were used (the highlighted volumes in Table 2) for the subsequent capacity analysis. Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Correspondence\Merrimac ZBA 248 F.docx

6 Merrimac ZBA December 4, 28 Page 6 TABLE 2 OBSERVED TRIP-GENERATION SUMMARY Existing Longview Trips a Existing Longview Trip Rate b Existing Longview Trip Rate Applied to Ramshead Trips Used In Ramshead TIAS Weekday Morning Peak Hour: Entering Exiting Total Weekday Evening Peak Hour: Entering Exiting Total a Based on counts conducted on November 4, 28. a Trip rate based on existing 86 apartments. Comment No. : Response: Comment No. : Trip Distribution: Regional trip patterns for Site traffic presented in the TIAS are consistent with a "Journey-to-Work" assessment of residents of Merrimac. The site trip distribution appears reasonable for the proposed residential complex. MDM notes that the TIAS describe the Trip Distribution as being based on "existing traffic flows", however, the Applicant has clarified the that the site trip distribution was based on US Census Workplace data. MDM notes that while 8% of the site trips are expected to travel southeast to River Road, the study does not provide a complete analysis of these trips in the River Road area. Nevertheless, the site trips are not expected to have any material impact on the existing River Road intersection operations given the low volume of traffic in this area. Bayside concurs with this statement. The intersection of River Road and High Street has been included in the analysis and the results are summarized in Table 3. Operations Analysis: Operational analyses are presented in the TIAS follow generally accepted traffic engineering practices and protocols, including measured vehicle delays, indicating ample capacity at study Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Correspondence\Merrimac ZBA 248 F.docx

7 Merrimac ZBA December 4, 28 Page 7 intersections to accommodate Project trip increases. While minor increases in delay are reported for turns from I-495 NB and SB ramps and at the study intersections on High Street Connector, modest trip increases due to the Project are not expected to materially change operations relative to "No Build" conditions. Response: Comment No. 2: Response: Comment No. 3: As a result of adding the River Road and High Street intersection, the additional background project and the change in the site traffic generation (during the weekday morning peak hour), updated intersection capacity analyses were performed. These results are summarized in Table 3. Site Circulation: Based on a review of the Fire Truck Auto TURN plan submitted, the internal aisles appear to accommodate the Town's aerial ladder truck. The Applicant should consult with the Town of Merrimac Fire Department for additional requirements relative to vehicle accommodations and emergency response. A shelter for a school bus stop and loading zones (including trash/recycling) for moving and refuse trucks should be shown on the site plans. As the Comment notes, internal site circulation has been deemed adequate. The Applicant objects to any requirement of a second, emergency access because it constitutes unequal treatment under 76 CMR 56.7(2) (4). School children will be picked up on High Street and a shelter will be provided at that location. The trash and recycling facility will have a pick-up area that will not block emergency vehicles. Site Access: As stated in the TIAS, the primary access to the site will be via High Street. MDM concurs that the section of High Street west of the High Street Connector should be reconstructed to provide a uniform 24-foot travel width to provide continuous two-way travel. New sidewalk, Stop signs, pavement markings and street signs should be installed with this improvement. In addition, the Applicant should consult with the Town on their preference for eliminating the existing "cul-de-sac" along High Street at the extension to the site. A gated emergency access is proposed to connect the site with Colonial Drive. As this connection will promote pedestrian activity along Locust Street, the Applicant should consider constructing a short section of sidewalk missing between Locust Grove Road and the I-495 overpass should adequate right-of-way be available. Response: Comment No. 4: Bayside concurs with the proposed work on High Street. At this time, no emergency access is being proposed. Parking Generation: According to the TIAS, the development will Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Correspondence\Merrimac ZBA 248 F.docx

8 Merrimac ZBA December 4, 28 Page 8 provide 384 parking spaces for the 89 dwelling units. MDM estimates a peak parking demand of 235± spaces for the project based on average characteristics published by the Institute of Transportation Engineers (ITE) in Parking Generation 4th Edition for Low/Mid-Rise apartment uses, Land Use Code (LUC) 22. The proposed 384 parking spaces are therefore expected to accommodate the project. The Applicant should consider reducing parking or land banking of parking spaces until needed given the expected surplus parking spaces (49± spaces or 38% surplus). Response: The applicant believes the parking shown on the design plans are appropriate for the project and there are no more than 327 spaces proposed. Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Correspondence\Merrimac ZBA 248 F.docx

9 TABLE 3 UPDATED UNSIGNALIZED LEVEL-OF-SERVICE ANALYSIS SUMMARY 28 Existing 225 No-Build 225 Build Critical Movement/ Peak Hour Demand a V/C b Delay c LOS d Queue e Demand V/C Delay LOS Queue Demand V/C Delay LOS Queue Broad Street and I-495 SB Off Ramp -turn movements from SB Off Ramp: Weekday Morning Weekday Evening C C C C C C turn movements from SB Off Ramp: Weekday Morning Weekday Evening B C B C B C Broad Street and I-495 NB Off Ramp -turn movements from NB Off Ramp: Weekday Morning Weekday Evening F F >. > F F >. > F F turn movements from NB Off-Ramp: Weekday Morning Weekday Evening A A A A A A 5.. Broad Street and High Street Connector All movements from High Street Connector: Weekday Morning Weekday Evening B B B B B B 25.. High Street Extension and High Street Connector All movements from High Street Extension: Weekday Morning Weekday Evening A A A A B A Broad Street and River Road -turn movements from Broad Street: Weekday Morning Weekday Evening B B B B B B River Road and High Street All movements from High Street: Weekday Morning Weekday Evening A A A B A A a Demand of critical movements in vehicles per hour. b Volume-to-capacity ratio. c Delay in seconds per vehicle. d Level of service. e 95 th percentile queue in feet. f Delay not representative of actual conditions when v/c is greater than.. Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Traffic\Reports\Table 3 38.docx

10 Merrimac ZBA December 4, 28 Page Comment No. 5: Response: High Street Connector: Work proposed along the High Street Connector includes a new sewer line, sidewalk, wheelchair ramps and a crosswalk. MDM recommends that the proposed crosswalk on High Street Connector be located at the Broad Street intersection, instead of 5-feet in advance of the roadway. In addition, the short missing segment of sidewalk along the westerly side of High Street Connector should be constructed as part of this work. These changes will be made on the final plans, the sidewalk will be extended and the crosswalk located as requested. Please do not hesitate to contact me if you have any questions or require additional information. Sincerely, BAYSIDE ENGINEERING, INC. Kenneth P. Cram, P.E. Director, Traffic Engineering Q:\Projects\7 PROJECTS\ BTLR Residential Merrimac, MA\Correspondence\Merrimac ZBA 248 F.docx

11 APPENDIX Traffic Count Data Seasonal Adjustment Data Crash Worksheets Background Project Trip Assignment Updated Traffic Flow Networks Updated Capacity Analyses

12

13 Traffic Count Data

14

15 File Name : Site Code : Start Date : /4/28 Page No : 7:5 AM :3 AM :45 AM Total : AM :5 AM :3 AM :45 AM Total Grand Total Apprch % Total % Cars % Cars Trucks % Trucks Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA Groups Printed- Cars - Trucks High St From North River Rd From East River Rd From West Start Time Thru Thru Int. Total 7: AM

16 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 2 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7: AM 7: AM :5 AM :3 AM :45 AM Total Volume % App. Total PHF Cars % Cars Trucks % Trucks

17 File Name : Site Code : Start Date : /4/28 Page No : 3 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total Thru Peak Hour Begins at 7: AM Cars Trucks North River Rd Out In Total Thru Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 7:5 AM 7: AM 7: AM + mins mins mins mins Total Volume

18 Accurate Counts % App. Total PHF Cars % Cars Trucks 5 5 % Trucks High St In - Peak Hour: 7:5 AM Peak Hour Data River Rd In - Peak Hour: 7: AM Thru Cars Trucks North Thru In - Peak Hour: 7: AM River Rd

19 File Name : Site Code : Start Date : /4/28 Page No : 5 7:5 AM :3 AM :45 AM Total : AM :5 AM :3 AM :45 AM Total Grand Total Apprch % Total % Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA Groups Printed- Cars High St From North River Rd From East River Rd From West Start Time Thru Thru Int. Total 7: AM

20 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 6 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7: AM 7: AM :5 AM :3 AM :45 AM Total Volume % App. Total PHF

21 File Name : Site Code : Start Date : /4/28 Page No : 7 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total Thru 3 Peak Hour Begins at 7: AM Cars North River Rd Out In Total Thru Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 7:5 AM 7: AM 7: AM + mins mins mins mins Total Volume

22 Accurate Counts % App. Total PHF High St In - Peak Hour: 7:5 AM 6 4 Peak Hour Data River Rd In - Peak Hour: 7: AM Thru Cars North 2 83 Thru In - Peak Hour: 7: AM 85 River Rd

23 File Name : Site Code : Start Date : /4/28 Page No : 9 7:5 AM 7:3 AM 3 3 7:45 AM Total 5 6 8: AM 8:5 AM 8:3 AM 8:45 AM Total 2 Grand Total Apprch % Total % Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA Groups Printed- Trucks High St From North River Rd From East River Rd From West Start Time Thru Thru Int. Total 7: AM

24 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7: AM 7: AM 7:5 AM 7:3 AM :45 AM Total Volume % App. Total PHF

25 File Name : Site Code : Start Date : /4/28 Page No : Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total Thru Peak Hour Begins at 7: AM Trucks North River Rd Out In Total 5 6 Thru Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 7: AM 7: AM 7: AM + mins. +5 mins. +3 mins mins. Total Volume 5 5

26 Accurate Counts % App. Total PHF High St In - Peak Hour: 7: AM Peak Hour Data River Rd In - Peak Hour: 7: AM 5 5 Thru Trucks North Thru In - Peak Hour: 7: AM River Rd

27 7:5 AM 7:3 AM 7:45 AM Total 8: AM 8:5 AM 8:3 AM 8:45 AM Total Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 3 Groups Printed- Bikes Peds High St From North River Rd From East River Rd From West Start Time Peds Thru Peds Thru Peds Exclu. Total Inclu. Total Int. Total 7: AM Grand Total Apprch % Total %

28 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 4 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7:5 AM 7:5 AM 7:3 AM 7:45 AM 8: AM Total Volume % App. Total PHF

29 File Name : Site Code : Start Date : /4/28 Page No : 5 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total Thru Peak Hour Begins at 7:5 AM Bikes Peds North River Rd Out In Total Thru Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 7: AM 7:5 AM 7: AM + mins. +5 mins. +3 mins. +45 mins. Total Volume

30 Accurate Counts % App. Total PHF High St In - Peak Hour: 7: AM Peak Hour Data River Rd In - Peak Hour: 7: AM Thru Bikes Peds North Thru In - Peak Hour: 7:5 AM River Rd

31 File Name : Site Code : Start Date : /4/28 Page No : 4:5 PM :3 PM :45 PM Total : PM :5 PM :3 PM :45 PM Total : PM :5 PM Grand Total Apprch % Total % Cars % Cars Trucks 2 % Trucks Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA Groups Printed- Cars - Trucks High St From North River Rd From East River Rd From West Start Time Thru Thru Int. Total 4: PM

32 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 2 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM :5 PM :3 PM :45 PM Total Volume % App. Total PHF Cars % Cars Trucks 2 % Trucks.....

33 File Name : Site Code : Start Date : /4/28 Page No : 3 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total Thru 3 3 Peak Hour Begins at 4: PM Cars Trucks North River Rd Out In Total Thru Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Each Approach Begins at: 4: PM 4:5 PM 4: PM + mins mins mins mins Total Volume

34 Accurate Counts % App. Total PHF Cars % Cars Trucks % Trucks. High St In - Peak Hour: 4: PM Peak Hour Data River Rd In - Peak Hour: 4: PM Thru Cars Trucks North Thru In - Peak Hour: 4:5 PM River Rd

35 File Name : Site Code : Start Date : /4/28 Page No : 5 4:5 PM :3 PM :45 PM Total : PM :5 PM :3 PM :45 PM Total : PM :5 PM Grand Total Apprch % Total % Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA Groups Printed- Cars High St From North River Rd From East River Rd From West Start Time Thru Thru Int. Total 4: PM

36 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 6 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM :5 PM :3 PM :45 PM Total Volume % App. Total PHF

37 File Name : Site Code : Start Date : /4/28 Page No : 7 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total Thru 3 Peak Hour Begins at 4: PM Cars North River Rd Out In Total Thru Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Each Approach Begins at: 4: PM 4:5 PM 4: PM + mins mins mins mins Total Volume

38 Accurate Counts % App. Total PHF High St In - Peak Hour: 4: PM Peak Hour Data River Rd In - Peak Hour: 4: PM Thru Cars North 4 9 Thru In - Peak Hour: 4:5 PM 94 River Rd

39 File Name : Site Code : Start Date : /4/28 Page No : 9 4:5 PM 4:3 PM 4:45 PM Total 2 5: PM 5:5 PM 5:3 PM 5:45 PM Total 6: PM 6:5 PM Grand Total 2 Apprch % Total % 5 5 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA Groups Printed- Trucks High St From North River Rd From East River Rd From West Start Time Thru Thru Int. Total 4: PM 2

40 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM 2 4:5 PM 4:3 PM 4:45 PM Total Volume 2 % App. Total PHF

41 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 2 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7: AM 7: AM :5 AM :3 AM :45 AM Total Volume % App. Total PHF Cars % Cars Trucks % Trucks

42 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 7: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 7: AM 7: AM 7:5 AM 7:3 AM :45 AM Total Volume % App. Total PHF

43 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 2 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM :5 PM :3 PM :45 PM Total Volume % App. Total PHF Cars % Cars Trucks 2 % Trucks.....

44 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM 2 4:5 PM 4:3 PM 4:45 PM Total Volume 2 % App. Total PHF

45 File Name : Site Code : Start Date : /4/28 Page No : Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total 2 Thru Peak Hour Begins at 4: PM Trucks North River Rd Out In Total 2 Thru Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Each Approach Begins at: 4: PM 4: PM 4: PM + mins. +5 mins. +3 mins. +45 mins. Total Volume

46 Accurate Counts % App. Total PHF High St In - Peak Hour: 4: PM Peak Hour Data River Rd In - Peak Hour: 4: PM Thru Trucks North Thru In - Peak Hour: 4: PM River Rd

47 4:5 PM 4:3 PM 4:45 PM Total 5: PM 5:5 PM 5:3 PM 5:45 PM Total 6: PM 6:5 PM Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 3 Groups Printed- Bikes Peds High St From North River Rd From East River Rd From West Start Time Peds Thru Peds Thru Peds Exclu. Total Inclu. Total Int. Total 4: PM Grand Total Apprch % Total %

48 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA File Name : Site Code : Start Date : /4/28 Page No : 4 High St From North River Rd From East River Rd From West Start Time App. Total Thru App. Total Thru App. Total Int. Total Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM 4:5 PM 4:3 PM 4:45 PM Total Volume % App. Total PHF

49 File Name : Site Code : Start Date : /4/28 Page No : 5 Accurate Counts N/S Street : High Street E/W Street: River Road City/State : Merrimack, MA High St Out In Total Peak Hour Data River Rd Out In Total Thru Peak Hour Begins at 4: PM Bikes Peds North River Rd Out In Total Thru Peak Hour Analysis From 4: PM to 6:5 PM - Peak of Peak Hour for Each Approach Begins at: 4: PM 4: PM 4: PM + mins. +5 mins. +3 mins. +45 mins. Total Volume

50 Accurate Counts % App. Total PHF High St In - Peak Hour: 4: PM Peak Hour Data River Rd In - Peak Hour: 4: PM Thru Bikes Peds North Thru In - Peak Hour: 4: PM River Rd

51 File Name : Site Code : Start Date : /4/28 Page No : 7: AM :5 AM :3 AM :45 AM Total : AM :5 AM :3 AM :45 AM Total Grand Total Apprch % Total % Cars % Cars Trucks 5 4 % Trucks Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Groups Printed- Cars - Trucks Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Thru Int. Total 6: AM :5 AM 5 6 6:3 AM :45 AM Total

52 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : 2 Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru App. Total App. Total Thru App. Total Int. Total Peak Hour Analysis From 6: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 6:45 AM 6:45 AM : AM :5 AM :3 AM Total Volume % App. Total PHF Cars % Cars Trucks % Trucks

53 File Name : Site Code : Start Date : /4/28 Page No : 3 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St Out In Total Thru 2 2 Peak Hour Data Peak Hour Begins at 6:45 AM Cars Trucks North Patriot Ln Out In Total Thru Out In Total Tenney St Peak Hour Analysis From 6: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 8: AM 6:3 AM 7: AM + mins mins mins mins Total Volume % App. Total PHF

54 Cars % Cars Trucks % Trucks Accurate Counts Tenney St In - Peak Hour: 8: AM Thru Peak Hour Data Cars Trucks North In - Peak Hour: 6:3 AM Patriot Ln Thru In - Peak Hour: 7: AM Tenney St

55 File Name : Site Code : Start Date : /4/28 Page No : 5 7: AM :5 AM :3 AM :45 AM Total : AM :5 AM :3 AM :45 AM Total Grand Total Apprch % Total % Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Groups Printed- Cars Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Thru Int. Total 6: AM :5 AM 5 6 6:3 AM :45 AM Total

56 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : 6 Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru App. Total App. Total Thru App. Total Int. Total Peak Hour Analysis From 6: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 6:45 AM 6:45 AM : AM :5 AM :3 AM Total Volume % App. Total PHF

57 File Name : Site Code : Start Date : /4/28 Page No : 7 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St Out In Total Thru 2 Peak Hour Data Peak Hour Begins at 6:45 AM Cars North Patriot Ln Out In Total Thru Out In Total Tenney St Peak Hour Analysis From 6: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 8: AM 6:3 AM 7: AM + mins mins mins mins Total Volume % App. Total PHF

58 File Name : Site Code : Start Date : /4/28 Page No : 8 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St In - Peak Hour: 8: AM Thru 2 Peak Hour Data Cars North 2 25 In - Peak Hour: 6:3 AM 27 Patriot Ln Thru In - Peak Hour: 7: AM Tenney St

59 File Name : Site Code : Start Date : /4/28 Page No : 9 7: AM 2 3 7:5 AM 7:3 AM 7:45 AM Total 2 4 8: AM 2 3 8:5 AM 8:3 AM 8:45 AM Total 3 4 Grand Total 5 4 Apprch % 8 2 Total % 5 4 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Groups Printed- Trucks Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Thru Int. Total 6: AM 6:5 AM 6:3 AM 6:45 AM Total 2 2

60 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru App. Total App. Total Thru App. Total Int. Total Peak Hour Analysis From 6: AM to 8:45 AM - Peak of Peak Hour for Entire Intersection Begins at 6:3 AM 6:3 AM 6:45 AM 7: AM :5 AM Total Volume % App. Total PHF

61 File Name : Site Code : Start Date : /4/28 Page No : Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St Out In Total Thru Peak Hour Data Peak Hour Begins at 6:3 AM Trucks North Patriot Ln Out In Total Thru Out In Total Tenney St Peak Hour Analysis From 6: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 8: AM 6: AM 6:3 AM + mins mins. +3 mins. +45 mins. Total Volume % App. Total PHF

62 File Name : Site Code : Start Date : /4/28 Page No : 2 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St In - Peak Hour: 8: AM 3 3 Thru Peak Hour Data Trucks North In - Peak Hour: 6: AM Patriot Ln Thru 3 4 In - Peak Hour: 6:3 AM Tenney St

63 7: AM 7:5 AM 7:3 AM 7:45 AM Total 8: AM :5 AM 8:3 AM 8:45 AM Total Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : 3 Groups Printed- Bikes Peds Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Peds Peds Thru Peds Exclu. Total Inclu. Total Int. Total 6: AM 6:5 AM 6:3 AM 6:45 AM Total Grand Total Apprch % Total %

64 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : 4 Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru App. Total App. Total Thru App. Total Int. Total Peak Hour Analysis From 6: AM to 8:45 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

65 File Name : Site Code : Start Date : /4/28 Page No : 5 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St Out In Total Thru Peak Hour Data Peak Hour Begins at 6: AM Bikes Peds North Patriot Ln Out In Total Thru Out In Total Tenney St Peak Hour Analysis From 6: AM to 8:45 AM - Peak of Peak Hour for Each Approach Begins at: 6: AM 6: AM 6: AM + mins. +5 mins. +3 mins. +45 mins. Total Volume % App. Total PHF

66 File Name : Site Code : Start Date : /4/28 Page No : 6 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St In - Peak Hour: 6: AM Thru Peak Hour Data Bikes Peds North In - Peak Hour: 6: AM Patriot Ln Thru In - Peak Hour: 6: AM Tenney St

67 File Name : Site Code : Start Date : /4/28 Page No : 4: PM :5 PM :3 PM :45 PM Total : PM :5 PM :3 PM :45 PM Total : PM :5 PM Grand Total Apprch % Total % Cars % Cars Trucks % Trucks Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Groups Printed- Cars - Trucks Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Thru Int. Total 3:3 PM :45 PM Total

68 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : 2 Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru App. Total App. Total Thru App. Total Int. Total Peak Hour Analysis From 3:3 PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM :5 PM :3 PM :45 PM Total Volume % App. Total PHF Cars % Cars Trucks % Trucks

69 File Name : Site Code : Start Date : /4/28 Page No : 3 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St Out In Total Thru Peak Hour Data Peak Hour Begins at 4: PM Cars Trucks North Patriot Ln Out In Total Thru Out In Total Tenney St Peak Hour Analysis From 3:3 PM to 6:5 PM - Peak of Peak Hour for Each Approach Begins at: 4:5 PM 4:3 PM 3:45 PM + mins mins mins mins Total Volume % App. Total PHF

70 Cars % Cars Trucks 2 2 % Trucks Accurate Counts Tenney St In - Peak Hour: 4:5 PM Thru Peak Hour Data Cars Trucks North 2 2 In - Peak Hour: 4:3 PM 2 2 Patriot Ln Thru In - Peak Hour: 3:45 PM Tenney St

71 File Name : Site Code : Start Date : /4/28 Page No : 5 4: PM :5 PM :3 PM :45 PM Total : PM :5 PM :3 PM :45 PM Total : PM :5 PM Grand Total Apprch % Total % Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Groups Printed- Cars Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Thru Int. Total 3:3 PM :45 PM Total

72 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : 6 Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru App. Total App. Total Thru App. Total Int. Total Peak Hour Analysis From 3:3 PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4: PM 4: PM :5 PM :3 PM :45 PM Total Volume % App. Total PHF

73 File Name : Site Code : Start Date : /4/28 Page No : 7 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St Out In Total Thru Peak Hour Data Peak Hour Begins at 4: PM Cars North Patriot Ln Out In Total 3 24 Thru Out In Total Tenney St Peak Hour Analysis From 3:3 PM to 6:5 PM - Peak of Peak Hour for Each Approach Begins at: 4:5 PM 4:3 PM 3:45 PM + mins mins mins mins Total Volume % App. Total PHF

74 File Name : Site Code : Start Date : /4/28 Page No : 8 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St In - Peak Hour: 4:5 PM 62 6 Thru Peak Hour Data Cars North 2 In - Peak Hour: 4:3 PM 2 Patriot Ln Thru In - Peak Hour: 3:45 PM Tenney St

75 File Name : Site Code : Start Date : /4/28 Page No : 9 4: PM 4:5 PM 4:3 PM 4:45 PM Total 2 2 5: PM 2 5:5 PM 5:3 PM 2 2 5:45 PM Total 3 4 6: PM 6:5 PM Grand Total Apprch % Total % Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Groups Printed- Trucks Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Thru Int. Total 3:3 PM 2 2 3:45 PM Total 2 2

76 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru App. Total App. Total Thru App. Total Int. Total Peak Hour Analysis From 3:3 PM to 6:5 PM - Peak of Peak Hour for Entire Intersection Begins at 4:45 PM 4:45 PM 5: PM 2 5:5 PM 5:3 PM Total Volume % App. Total PHF

77 File Name : Site Code : Start Date : /4/28 Page No : Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St Out In Total Thru Peak Hour Data Peak Hour Begins at 4:45 PM Trucks North Patriot Ln Out In Total Thru 3 4 Out In Total Tenney St Peak Hour Analysis From 3:3 PM to 6:5 PM - Peak of Peak Hour for Each Approach Begins at: 3:3 PM 3:3 PM 4:5 PM + mins mins. +3 mins. +45 mins. Total Volume 3 3 % App. Total PHF

78 File Name : Site Code : Start Date : /4/28 Page No : 2 Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA Tenney St In - Peak Hour: 3:3 PM 3 3 Thru Peak Hour Data Trucks North In - Peak Hour: 3:3 PM Patriot Ln Thru In - Peak Hour: 4:5 PM Tenney St

79 4: PM 4:5 PM 4:3 PM 4:45 PM Total 5: PM 5:5 PM 5:3 PM 5:45 PM Total Accurate Counts N/S Street : Tenney Street E/W Street: Patriot Lane City/State : Georgetown, MA File Name : Site Code : Start Date : /4/28 Page No : 3 Groups Printed- Bikes Peds Tenney St From North Patriot Ln From East Tenney St From South Start Time Thru Peds Peds Thru Peds Exclu. Total Inclu. Total Int. Total 3:3 PM :45 PM Total : PM 6:5 PM Grand Total Apprch % Total %