ROAD SAFETY AUDIT. Main St. (U.S. Route 7, Routes 23 & 41) at South Main St. (U.S. Route 7) and Maple Ave. (Routes 23 & 41) MassDOT Project #607756

ROAD SAFETY AUDIT Main St. (U.S. Route 7, Routes 23 & 41) at South Main St. (U.S. Route 7) and Maple Ave. (Routes 23 & 41) MassDOT Project #607756 Town of Great Barrington August 13, 2015 Prepared For: MassDOT Highway Division Prepared By: Nitsch Engineering 2 Center Plaza, Suite 430 Boston, MA 02108

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Table of Contents Project Data... 1 Background... 1 Project Location and Description... 2 Audit Observations... 5 Potential Safety Enhancements... 10 Summary of Road Safety Audit... 11 List of Tables Table 1. Participating Audit Team Members... 1 Table 2. Time Frame and Costs Breakdown... 11 Table 3. Potential Safety Enhancement Summary... 12 List of Figures Figure 1: Locus Map... 3 Figure 2: Study Location... 4 List of Appendices Appendix A: RSA Meeting Agenda Appendix B: RSA Audit Team Contact List Appendix C: Detailed Crash Data Appendix D: Traffic Counts Appendix E: Road Safety Audit References

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Project Data A Road Safety Audit for the intersection of Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) in Great Barrington occurred on Tuesday, July 21, 2015 in Great Barrington, MA. As indicated in Table 1, the audit team consisted of representatives from the Town of Great Barrington, MassDOT Traffic Engineering & Safety, MassDOT District 1, and Berkshire Regional Planning Commission (BRPC). The group observed operations with respect to safety at the study intersections and this report documents the audit team s findings. The RSA agenda can be found in Appendix A. Contact information for the team members can be found in Appendix B. Table 1. Participating Audit Team Members Name Agency/Affiliation Jane Davis Nitsch Engineering Jeff Bandini Nitsch Engineering Kevin Chiang MassDOT Boston Traffic Operations Joe Sokul Great Barrington DPW Superintendent Clete Kus Berkshire Regional Planning Commission William Walsh Great Barrington Chief of Police Sonja Gray MassDOT District 1 Peter Frieri MassDOT District 1 Background The Road Safety Audit (RSA) is one of the first steps in the design process as well as a necessary step for the project to be eligible to receive Highway Safety Improvement Program (HSIP) federal funds for construction. The goal of this RSA is to identify potential safety issues that can be addressed with shortterm improvements prior to construction and long-term improvements that can be incorporated into the design. All improvements should adhere to the MassDOT guidelines for intersection design. The RSA is a collaborative process by state, municipal, law enforcement, public works, and design consultants. The process involves conducting a meeting to discuss current crash data and safety issues at the site, visiting the site to discuss possible solutions that would improve safety, and preparing a written report that outlines the safety issues discussed along with the costs, timeline, and agency responsibility for implementing improvements. Page 1

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Project Location and Description The Locus Map of the study area is shown in Figure 1. An aerial map of the study location of Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) is shown in Figure 2. Main Street/South Main Street (U.S. Route 7) in Great Barrington is classified as a principal arterial that runs in a north-south direction through the project area. Main Street is present from the project intersection northward until its terminus at State Road in Great Barrington, approximately 1 mile to the north. South Main Street is present from the project intersection southward until the Town of Sheffield line, approximately 2 miles to the south, where the roadway continues as North Main Street. U.S. Route 7 is designated as north-south and is present from its northern terminus at Interstate 89 in Highgate, Vermont to its southern terminus at Interstate 95 in Norwalk, Connecticut. Within Massachusetts, U.S. Route 7 is present from the northern border in the Town of Williamstown to the southern border in the town of Sheffield. Main Street/South Main Street (U.S. Route 7) is maintained by the Town of Great Barrington and serves approximately 14,500 vehicles per day north of Maple Avenue and approximately 11,000 vehicles per day south of Maple Avenue. The speed limit along Main Street/South Main Street is 30 miles per hour (mph) in the vicinity of the intersection. Maple Avenue (Routes 23 & 41) in Great Barrington is classified as a rural minor arterial that runs in an east-west direction through the project area. Maple Avenue is present from the project intersection westward until it crosses the Green River in Great Barrington, approximately 1 mile to the west, where the roadway continues as Egremont Road. Within Massachusetts, Route 23 is designated as east-west and is present from its eastern terminus at U.S. Route 20 in Russell to the western border in the Town of Egremont, where it continues into New York as New York State Route 23. Within Massachusetts, Route 41 is designated as north-south and is present from its northern terminus at U.S. Route 20 in Pittsfield to the southern border in the Town of Sheffield, where it continues into Connecticut as Connecticut Route 41. Maple Avenue (Routes 23 & 41) is maintained by the Massachusetts Department of Transportation (MassDOT) and serves approximately 5,500 vehicles per day west Main Street. The speed limit along Maple Avenue is 35 miles per hour (mph) in the vicinity of the intersection. Nitsch Engineering evaluated the last three years of available crash data (2010 2012) from the Town of Great Barrington to establish a crash rate at the intersection to compare to the MassDOT signalized intersection average of 0.80 per Million Entering Vehicles (MEV) Statewide 1. For the three-year period 2010-2012, a total of 16 crashes were documented, yielding a crash rate of 0.93 per MEV, which is above the Statewide average. 1 The 2010 Average Crash Rates, per Million Entering Vehicles, by Intersection Type, MassDOT, Highway Division, for District 1 indicate a low sample total and recommend the use of Statewide Rates only. Page 2

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Figure 1: Locus Map Road Safety Audit Main St. (U.S. Route 7, Routes 23 & 41) at South Main St. (U.S. Route 7) and Maple Ave. (Routes 23 & 41) Great Barrington, MA Data Source: MassGIS Nitsch Project #9720.3 Page 3

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Figure 2: Study Location Road Safety Audit Main St. (U.S. Route 7, Routes 23 & 41) at South Main St. (U.S. Route 7) and Maple Ave. (Routes 23 & 41) Great Barrington, MA Data Source: MassGIS Nitsch Project #9720.3 Page 4

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Audit Observations Based on a summary of the existing crash information and site visit, audit participants identified the following safety issues that are summarized below: Intersection Geometry, Visibility, and Traffic Operations: o Due to the angle of the Maple Avenue approach, the high amount of heavy vehicles turning right from Main Street onto Maple Avenue requires a large radius at the northwest corner of the intersection; this large radius also provides the width necessary for left-turning heavy vehicles from South Main Street onto Maple Avenue. This geometric design, however, results in the following safety and operational issues: Right and left-turning heavy vehicles often mount the traffic island on Maple Avenue due to both the geometry of the intersection and the presence of sloped granite curbing around the island, causing damage to existing signage and the pedestrian signal post. Motorists executing the Main Street right-turn movement at a relatively high rate of speed do so as a result of both the large radius and the presence of a right-turn signal arrow during all phases except for the exclusive pedestrian phase. The large radius at the northwest corner, combined with both the sloped area behind the curb and the location of the pedestrian crosswalk, contribute to poor visibility of pedestrians for right-turning vehicles from Main Street onto Maple Avenue. Due to these characteristics, the pedestrian crossing sign located approximately five feet in advance of the crosswalk provides little advanced warning for motorists prior to executing the turn. Looking northbound, the large radius and the sloped area behind the curb contribute to poor visibility of pedestrians crossing Maple Avenue from Main Street right-turning vehicles Looking westbound, the pedestrian crossing sign provides little advanced warning. Sloped granite curbing provides little protection to the signal post and signage within the traffic island Page 5

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 o o Backplates, which aid in visibility against the adjacent background, are not mounted on any of the traffic signals. Due to the roadway geometry, angle of the traffic signals, and presence of cut-away visors, the signals for South Main Street and Maple Avenue are visible from both approaches, which can create driver confusion. View from Maple Avenue shows the red signals intended for South Main Street can be easily seen from this approach. No back plates on signals. o o There are two (2) signals mounted on the span wire for each of the approaches, however, there are no supplemental post-mounted signals for any of the approaches. MassDOT is currently rehabilitating a portion of Main Street north of the intersection under Project #602182, estimated for completion in July 2016. The proximity of this reconstruction project results in traffic queues in the northbound direction through the intersection. Access Management: o Great Barrington Police Station, located on the east side of the project intersection, is not accessible directly from Maple Avenue. To access the Police Station driveway requires a right turn from the de-facto left-turn lane, or a left turn from the channelized right-turn lane, which may confuse nearby drivers. Page 6

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 o The curb cut on South Main Street for the commercial driveway of the plaza located on the southwest corner of the intersection presents issues with the following: Vehicles exit the site onto South Main Street at roughly the same location where the Main Street southbound lane and the Maple Avenue channelized right-turn lane merge. The excessive driveway width presents no clear path for entering and exiting vehicles. Turning vehicles must execute maneuvers proximate to the intersection. Lane Designation and Pavement Markings: o Due to the excessive width of the single de-facto left-turn approach lane on Maple Avenue and the two (2) northbound receiving lanes on Main Street, left-turning vehicles frequently form two lanes prior to executing the turn. Maple Ave approach is wide enough for vehicles to form two lanes to turn left o o There is no advanced warning for the lane configuration on any of the approaches. This is particularly problematic on the Maple Avenue approach, where the channelized rightturn lane cannot be seen in advance of the intersection. Audit participants observed vehicles executing illegal turns from both approach lanes on Maple Avenue as a result of the separation of the de-facto left-turn lane and channelized right-turn lane. Page 7

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 o The pavement markings in the vicinity of the traffic islands are faded and the delineation for the gore areas is unclear. The presence of faded markings coupled with the lack of hatching within the gore area, is problematic for Main Street/South Main Street southbound vehicles traveling through the intersection, where it appears two (2) receiving lanes are present. Looking southbound along Main Street, pavement striping can be confused for two receiving lanes Pedestrian Accessibility: o o o o There is no pedestrian signal head on the post located in the traffic island that separates the eastbound and westbound lanes of Maple Avenue. The pedestrian push button at the traffic island that separates the approach lanes for rightand left-turning vehicles on Maple Avenue is not compliant with current standards. The pedestrian signal indications do not contain countdown displays. According to the Signal and Timing Plan, the pedestrian walk interval is seven seconds with a 13 second flashing don t walk clearance, however, based on field observations, the pedestrian walk, flashing don t walk, and clearance timing seem inadequate. Pedestrian ramps are not present at any of the crosswalk termini or within the traffic islands. Page 8

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 o Some of the sidewalks at the intersection and the pedestrian paths through the traffic islands are difficult to traverse and do not meet current standards. Pedestrian path in traffic island is difficult to traverse; no pedestrian ramp at crosswalk terminus Bicycle Accessibility: o Bicycle accommodation is not present at the intersection. Emergency Vehicle Pre-emption: o Emergency vehicle pre-emption is not present at the intersection. Page 9

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Potential Safety Enhancements Following review of crash data and traffic counts and a discussion of potential safety issues, audit participants recommend the following. Redesign the geometry of the intersection taking the following options into consideration: o Realign the intersection such that Maple Avenue intersects Main Street at as close to a 90 degree angle as possible to form a more typical T -type intersection. o Asses the feasibility of re-designing the intersection with a roundabout. Both options would alleviate the operational issues for heavy vehicles turning onto Maple Avenue from Main Street, increase visibility for pedestrians crossing Maple Avenue, reduce travel speed, and would provide accessibility to and from the Great Barrington Police Station. Reconstruct the traffic islands with vertical curb to prevent heavy vehicles from easily mounting the islands. Install a Turning Vehicles Yield to Pedestrians sign on Main Street southbound to give motorists advanced warning for pedestrians crossing Maple Avenue. Realign the crosswalk across Maple Avenue such that the terminus on the north side is closer to the corner to improve visibility for both motorists on Main Street and pedestrians waiting to cross Maple Avenue. Reconstruct the traffic signal system to provide improved visibility of the signals, including backplates for each signal indication and supplemental pole-mounted signals where appropriate. Reduce the width of the curb cut for the commercial plaza driveway on South Main Street, while providing access and egress as far from the intersection as possible to reduce conflicts with vehicles merging from Maple Street eastbound and Main Street southbound. Install a No Left Turn sign at the driveway egress on South Main Street, as vehicles can access the intersection by using the existing curb cut on Maple Avenue. Construct a median island on South Main Street to prevent left-turns from the plaza onto South Main Street. Determine if a second left-turn approach lane on Maple Avenue is warranted, or restripe the gore area at this location to reduce the width of the approach lane. Install advanced warning signage showing lane designations well in advance of the intersection to limit vehicle lane changes close to the intersection. Restripe the intersection to improve visibility of faded pavement markings, including hatching to more clearly define the gore areas around the traffic islands. Page 10

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Install a new pedestrian signal system that meets current standards, including a longer walk and clearance time, pedestrian countdown display, push buttons, and signage. Construct new sidewalks at the intersection including the addition of pedestrian ramps at the crosswalk termini and the traffic islands. Reconfigure and/or restripe the intersection and adjacent roadways to accommodate bicycle travel. Install an emergency vehicle pre-emption system. Summary of Road Safety Audit MassDOT has retained Nitsch Engineering to prepare this Road Safety Audit (RSA) for the intersection of Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41). As part of the RSA process going forward, each of the potential safety enhancements is classified by time frame and cost, as shown in Table 2. Table 2. Time Frame and Costs Breakdown Time Frame Costs Short-term < 1 year Low < $10,000 Mid-term 1-3 years Medium $10,000-$50,000 Long-term > 3 years High > $50,000 The safety issues, potential improvements, estimated safety payoff, time frame, and cost for the intersection of Main Street at South Main Street and Maple Avenue are summarized in Table 3. Page 11

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Table 3. Potential Safety Enhancement Summary Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Safety Issue Intersection Geometry, Visibility, and Traffic Operations Access Management Lane Designation and Pavement Markings Safety Enhancement Redesign the geometry of the intersection to alleviate the operational issues for heavy vehicles turning onto Maple Avenue from Main Street, increase visibility for pedestrians crossing Maple Avenue, reduce travel speed, and would provide accessibility to and from the Great Barrington Police Station. Reconstruct the traffic islands with vertical curb to prevent heavy vehicles from easily mounting the islands Install a Turning Vehicles Yield to Pedestrians sign on Main Street southbound to give motorists advanced warning for pedestrians crossing Maple Avenue. Realign the crosswalk across Maple Avenue such that the terminus on the north side is closer to the corner to improve visibility for both motorists on Main Street and pedestrians waiting to cross Maple Avenue. Reconstruct the traffic signal system to provide improved visibility of the signals, including backplates for each signal indication and supplemental pole-mounted signals where appropriate. Reduce the width of the curb cut for the commercial plaza driveway on South Main Street, while providing access and egress as far from the intersection as possible to reduce conflicts with vehicles merging from Maple Street eastbound and Main Street southbound. Install a No Left Turn sign at the driveway egress on South Main Street, as vehicles can access the intersection by using the existing curb cut on Maple Avenue. Construct a median island on South Main Street to prevent leftturns from the plaza onto South Main Street. Determine if a second left-turn approach lane on Maple Avenue is warranted or restripe the gore area at this location to reduce the width of the approach lane. Safety Payoff Time Frame Cost Responsible Agency High Long-term High MassDOT Low Mid-term Medium MassDOT Medium Short-term Low Town of Great Barrington High Mid-Term Medium MassDOT High Long-Term High MassDOT Medium Mid-term Medium Town of Great Barrington Medium Short-term Low MassDOT Page 12

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Table 3. Potential Safety Enhancement Summary Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) (continued) Safety Issue Lane Designation and Pavement Markings (continued) Pedestrian Accessibility Bicycle Accessibility Safety Enhancement Install advanced warning signage showing lane designations well in advance of the intersection to limit vehicle lane changes close to the intersection. Restripe the intersection to improve visibility of faded pavement markings, including hatching to more clearly define the gore areas around the traffic islands. Install a new pedestrian signal system that meets current standards, including a longer walk and clearance time, pedestrian countdown display, push buttons, and signage. Construct new sidewalks at the intersection including the addition of pedestrian ramps at the crosswalk termini and the traffic islands. Reconfigure and/or re-stripe the intersection and adjacent roadways to accommodate bicycle travel. Safety Payoff Time Frame Cost Medium Short-term Low Medium Short-term Low Responsible Agency MassDOT/Town of Great Barrington MassDOT/Town of Great Barrington Medium Mid-Term High MassDOT Low Mid-term Medium MassDOT Medium Mid-term Medium MassDOT/Town of Great Barrington Emergency Install emergency vehicle pre-emption system High Mid-term High MassDOT Page 13

ROAD SAFETY AUDIT APPENDIX Main St. (U.S. Route 7, Routes 23 & 41) at South Main St. (U.S. Route 7) and Maple Ave. (Routes 23 & 41) MassDOT Project #607756 Town of Great Barrington August 13, 2015 Prepared For: MassDOT Highway Division Prepared By: Nitsch Engineering 2 Center Plaza, Suite 430 Boston, MA 02108

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Appendix A: RSA Meeting Agenda

Road Safety Audit Great Barrington, MA Main Street (Routes 7, 23 & 41) at Maple Avenue (Routes 23 & 41) Meeting Location: Great Barrington Police Department, 465 Main Street, Great Barrington, MA Tuesday, July 21, 2015 10:30 AM 12:30 PM Type of meeting: Attendees: Please bring: High Crash Location Road Safety Audit Invited Participants to Comprise a Multidisciplinary Team Thoughts and Enthusiasm!! 10:30 AM Welcome and Introductions 10:45 AM Discussion of Safety Issues 11:00 AM Site Visit Crash history, Speed Regulations provided in advance Existing Geometries and Conditions Travel to the intersection of Main Street (Route 7) at Maple Avenue (Routes 23 & 41) As a group, identify areas for improvements 11:45 AM Discussion of Potential Improvements Return to original meeting location Discuss observations and finalize safety issue areas Discuss potential improvements and finalize recommendations 12:30 PM Adjourn for the Day but the RSA has not ended Instructions for Participants: Before attending the RSA on July 21 st, participants are encouraged to drive/walk through the intersection and complete/consider elements on the RSA Prompt List with a focus on safety. All participants will be actively involved in the process throughout. Participants are encouraged to come with thoughts and ideas, but are reminded that the synergy that develops and respect for others opinions are key elements to the success of the overall RSA process. After the RSA meeting, participants will be asked to comment and respond to the document materials to assure it is reflective of the RSA completed by the multidisciplinary team.

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Appendix B: RSA Audit Team Contact List

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 RSA Sign In Sheet Main Street (Routes 7, 23 & 41) at South Main Street (Route 7) and Maple Avenue (Routes 23 & 41) Great Barrington, MA Tuesday, July 21, 2015 10:30 a.m. Name Agency/Affiliation Email Phone Jane Davis Nitsch Engineering jdavis@nitscheng.com 617-338-0063 Jeff Bandini Nitsch Engineering jbandini@nitscheng.com 617-338-0063 Kevin Chiang MassDOT Boston Traffic Ops kevin.chiang@dot.state.ma.us 857-368-9626 Great Barrington. DPW jsokul@townofgb.org 413-528-0867 Joe Sokul Superintendent Clete Kus Berkshire Regional Planning Commission ckus@berkshireplanning.org 413-442-1521 ext. 20 William Walsh Great Barrington Chief of Police wwalsh@townofgb.org 413-528-0306 Sonja Gray MassDOT District 1 sonja.gray@state.ma.us 413-637-5751 Peter Frieri MassDOT District 1 peter.frieri@state.ma.us 413-637-5767

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Appendix C: Detailed Crash Data

12 13 16 4 5 3 6 9 (ROUTES 7, 23 & 41) 2 7 MAIN STREET 10 1 MAPLE AVENUE (ROUTES 23 & 41) 8 11, 15 GREAT BARRINGTON POLICE STATION DRIVEWAY (ROUTE 7) SOUTH MAIN STREET 14 COMMERCIAL DRIVEWAY PEDSTRIAN INJURY ACCIDENT FIXED OBJECT SYMBOLS & TYPES OF COLLISIONS: CHANGING LANE MOVING VEHICLE OUT OF CONTROL REAR END BACKING VEHICLE BICYCLE NOT TO SCALE SIDE SWIPE ANGLE PARKED VEHICLE PREPARED FOR: MASSDOT

Intersection of Main Street (Routes 7, 23 & 41) at South Main Street (Route 7) and Maple Ave (Routes 23 & 41); Great Barrington, MA -- Information Not Available 2010-2012 # Crash Month # Date Crash Day Time of Day Manner of Collision (11) Light Condition (1) Weather Condition (2,3) Road Surface (6) Driver Contributing Code (24) Ages Comments m/d/y # Type # Type # Type # Type # Type D1 D2 D3 D4 1 1 1/1/10 Friday 1:00 AM 1 Single Vehicle Crash 4 Dark - lighted roadway 2 Cloudy 1 Dry 7 Driving too fast for conditions 24 Failure to negotiate turn 2 2 2/23/10 Tuesday 1:36 PM 4 Sideswipe, same direction 1 Daylight 4 Snow 4 Ice Failure to keep in proper lane or 9 running off road 25 49 Poor roadway conditions due to weather 3 8 8/6/10 Friday 2:06 PM 6 Head on 1 Daylight 1 Clear 1 Dry 19 Inattention 73 31 Driving on wrong side of road 4 9 9/18/10 Saturday 11:48 AM 3 Angle 1 Daylight 1 Clear 1 Dry 19 Inattention 75 28 Failure to yeild making left turn 5 11 11/22/10 Monday 10:21 AM 5 Sideswipe, opposite direction 1 Daylight 3 Rain 2 Wet Disregarded traffic signs, signals, road 3 markings 63 23 Failure to stop at a red light 6 12 12/2/10 Thursday 11:38 AM 3 Angle 1 Daylight 1 Clear 1 Dry 4 Failed to yield to right of way 18 44 Failure to yeild making left turn 7 5 5/10/11 Tuesday 2:04 PM 3 Angle 1 Daylight 1 Clear 1 Dry 99 Unknown -- 8 5 5/19/11 Thursday 9:28 AM 1 Single Vehicle Crash 1 Daylight 2 Cloudy 1 Dry 19 Inattention 64 Distracted by infant in rear seat 9 5 5/29/11 Sunday 8:16 AM 3 Angle 1 Daylight 1 Clear 1 Dry 99 Unknown 62 54 Failure to stop at a red light 10 6 6/7/11 Tuesday 4:10 PM 2 Rear-end 1 Daylight 1 Clear 1 Dry 99 Unknown -- 11 6 6/11/11 Saturday 12:12 PM 2 Rear-end 1 Daylight 2 Cloudy 1 Dry 19 Inattention 61 28 Rear-ended at red light 12 7 7/31/11 Sunday 4:45 PM 4 Sideswipe, same direction 1 Daylight 1 Clear 1 Dry Failure to keep in proper lane or 9 running off road 58 48 Improper lane change 13 9 9/18/11 Sunday 4:22 PM 2 Rear-end 1 Daylight 1 Clear 1 Dry 19 Inattention 35 50 Rear-ended at red light 14 11 11/26/11 Saturday 10:52 AM 2 Rear-end 1 Daylight 1 Clear 1 Dry 99 Unknown -- 15 12 12/21/11 Wednesday 12:34 PM 2 Rear-end 1 Daylight 3 Rain 2 Wet 99 Unknown -- 16 5 5/23/12 Wednesday 9:45 AM 3 Angle 1 Daylight 1 Clear 1 Dry 1 No Improper Driving 69 70 Summary based on Crash Reports obtained from Town of Great Barrington Police Department Crash Data Summary Table

Road Safety Audit Main Street (U.S. Route 7, Routes 23 & 41) at South Main Street (U.S. Route 7) and Maple Avenue (Routes 23 & 41) Nitsch Engineering 9720.3 Appendix D: Traffic Counts

MAIN STREET (ROUTES 7, 23 & 41) 21 (23) 402 (476) 188 (184) 336 (497) S 203 (188) 22 (14) MAPLE AVENUE (ROUTES 23 & 41) SOUTH MAIN STREET (ROUTE 7) LEGEND: S SIGNALIZED INTERSECTION XXX (XXX) TRAFFIC DIRECTION TRAFFIC VOLUME - AM (PM) NOT TO SCALE PREPARED FOR: MASSDOT HIGHWAY DIVISION

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Start 12-Nov-14 Northbound Southbound Combined 13-Nov Northbound Southbound Combined Time Wed A.M. P.M. A.M. P.M. A.M. P.M. Thu A.M. P.M. A.M. P.M. A.M. P.M. 12:00 3 107 9 99 12 206 3 110 3 118 6 228 12:15 4 95 5 90 9 185 0 132 7 111 7 243 12:30 5 86 10 91 15 177 3 95 4 109 7 204 12:45 2 100 2 100 4 200 3 116 1 107 4 223 01:00 2 84 3 121 5 205 0 100 4 120 4 220 01:15 1 95 3 105 4 200 2 101 0 93 2 194 01:30 3 95 2 111 5 206 0 102 5 107 5 209 01:45 4 83 1 122 5 205 4 124 0 103 4 227 02:00 0 120 4 120 4 240 0 104 2 135 2 239 02:15 0 114 3 109 3 223 2 104 0 101 2 205 02:30 1 111 0 111 1 222 2 106 0 113 2 219 02:45 2 113 2 115 4 228 1 117 0 132 1 249 03:00 1 123 0 104 1 227 1 105 3 107 4 212 03:15 1 126 1 123 2 249 3 116 3 122 6 238 03:30 1 132 6 110 7 242 1 127 3 124 4 251 03:45 3 127 2 141 5 268 6 151 5 129 11 280 04:00 0 128 4 112 4 240 1 116 7 122 8 238 04:15 2 116 11 126 13 242 4 149 10 130 14 279 04:30 3 125 12 122 15 247 3 137 15 130 18 267 04:45 7 125 3 117 10 242 6 132 8 114 14 246 05:00 18 133 14 114 32 247 19 134 13 125 32 259 05:15 9 110 14 114 23 224 12 135 9 115 21 250 05:30 13 119 15 147 28 266 9 115 25 118 34 233 05:45 18 104 27 80 45 184 15 90 26 78 41 168 06:00 14 83 29 60 43 143 21 69 41 69 62 138 06:15 22 80 53 67 75 147 19 79 37 92 56 171 06:30 37 69 57 57 94 126 42 72 53 62 95 134 06:45 60 76 84 58 144 134 71 51 71 76 142 127 07:00 61 54 72 50 133 104 54 52 69 42 123 94 07:15 80 54 102 44 182 98 75 40 90 55 165 95 07:30 84 43 98 40 182 83 88 44 110 40 198 84 07:45 111 23 107 40 218 63 113 21 122 39 235 60 08:00 93 38 96 38 189 76 95 45 100 34 195 79 08:15 123 26 81 32 204 58 109 32 66 34 175 66 08:30 101 20 84 31 185 51 104 23 94 48 198 71 08:45 99 15 97 27 196 42 103 20 99 45 202 65 09:00 91 25 85 23 176 48 72 23 82 30 154 53 09:15 90 9 84 20 174 29 98 30 92 36 190 66 09:30 88 19 90 18 178 37 91 11 98 36 189 47 09:45 95 15 105 25 200 40 99 8 86 26 185 34 10:00 108 19 99 28 207 47 80 18 80 22 160 40 10:15 80 9 105 9 185 18 97 18 102 12 199 30 10:30 90 9 88 16 178 25 85 13 110 10 195 23 10:45 96 10 85 12 181 22 108 14 87 5 195 19 11:00 70 7 111 11 181 18 72 6 115 17 187 23 11:15 104 3 96 8 200 11 88 4 92 24 180 28 11:30 104 9 103 6 207 15 100 6 99 6 199 12 11:45 107 4 101 5 208 9 128 11 122 6 250 17 Total 2111 3390 2265 3429 4376 6819 2112 3528 2270 3629 4382 7157 Day Total 5501 5694 11195 5640 5899 11539 % Total 18.9% 30.3% 20.2% 30.6% 18.3% 30.6% 19.7% 31.4% Peak - 07:45 03:15 11:00 03:45 07:45 03:15-07:45 03:45 11:00 03:45 11:00 03:45 Vol. - 428 513 411 501 796 999-421 553 428 511 816 1064 P.H.F. 0.870 0.972 0.926 0.888 0.913 0.932 0.931 0.916 0.877 0.983 0.816 0.950 ADT ADT 11,364 AADT 11,364 Page 1

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 1 0 0 5 4 2 1 0 1 0 0 0 0 0 14 39 51 01:00 0 0 0 2 6 1 1 0 0 0 0 0 0 0 10 37 42 02:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 37 39 03:00 0 0 0 1 0 4 1 0 0 0 0 0 0 0 6 40 43 04:00 0 0 0 1 5 5 0 1 0 0 0 0 0 0 12 39 46 05:00 5 1 2 3 18 25 3 1 0 0 0 0 0 0 58 39 41 06:00 5 8 4 17 59 35 3 2 0 0 0 0 0 0 133 37 39 07:00 27 15 48 75 120 46 5 0 0 0 0 0 0 0 336 35 38 08:00 36 19 41 123 146 50 0 1 0 0 0 0 0 0 416 34 38 09:00 26 7 23 131 140 36 1 0 0 0 0 0 0 0 364 34 37 10:00 32 15 44 129 125 28 1 0 0 0 0 0 0 0 374 33 36 11:00 25 29 60 135 111 24 1 0 0 0 0 0 0 0 385 33 36 12 PM 189 57 88 39 11 3 1 0 0 0 0 0 0 0 388 24 29 13:00 73 16 55 112 79 22 0 0 0 0 0 0 0 0 357 33 35 14:00 34 18 58 168 145 32 2 1 0 0 0 0 0 0 458 33 36 15:00 32 31 101 201 114 29 0 0 0 0 0 0 0 0 508 32 35 16:00 110 56 105 142 75 6 0 0 0 0 0 0 0 0 494 30 33 17:00 79 44 136 153 44 10 0 0 0 0 0 0 0 0 466 29 33 18:00 9 9 46 124 111 9 0 0 0 0 0 0 0 0 308 33 34 19:00 8 2 17 56 64 22 5 0 0 0 0 0 0 0 174 35 39 20:00 5 2 5 32 39 12 4 0 0 0 0 0 0 0 99 35 39 21:00 2 1 3 17 33 12 0 0 0 0 0 0 0 0 68 35 38 22:00 1 1 1 16 21 4 3 0 0 0 0 0 0 0 47 34 41 23:00 0 0 1 5 15 2 0 0 0 0 0 0 0 0 23 34 37 Total 699 331 838 1688 1486 420 32 6 1 0 0 0 0 0 5501 Percent 12.7% 6.0% 15.2% 30.7% 27.0% 7.6% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 11:00 11:00 08:00 08:00 07:00 06:00 00:00 08:00 Vol. 36 29 60 135 146 50 5 2 1 416 PM Peak 12:00 12:00 17:00 15:00 14:00 14:00 19:00 14:00 15:00 Vol. 189 57 136 201 145 32 5 1 508 Page 1

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 0 1 0 1 3 2 1 1 0 0 0 0 0 0 9 43 47 01:00 0 0 0 3 2 1 0 0 0 0 0 0 0 0 6 35 38 02:00 0 0 0 3 1 1 0 0 0 0 0 0 0 0 5 36 38 03:00 1 0 0 2 4 3 1 0 0 0 0 0 0 0 11 38 42 04:00 0 0 1 2 4 5 1 0 1 0 0 0 0 0 14 39 51 05:00 0 0 1 6 30 17 0 1 0 0 0 0 0 0 55 37 39 06:00 11 7 7 23 57 40 8 0 0 0 0 0 0 0 153 38 40 07:00 54 13 30 87 107 30 7 2 0 0 0 0 0 0 330 34 38 08:00 46 26 57 134 122 25 1 0 0 0 0 0 0 0 411 33 36 09:00 34 12 26 141 119 26 2 0 0 0 0 0 0 0 360 33 36 10:00 33 6 38 121 137 34 1 0 0 0 0 0 0 0 370 34 37 11:00 32 10 48 167 109 22 0 0 0 0 0 0 0 0 388 33 35 12 PM 36 13 57 162 150 33 2 0 0 0 0 0 0 0 453 33 36 13:00 44 21 56 153 116 35 2 0 0 0 0 0 0 0 427 33 37 14:00 51 21 74 145 118 19 3 0 0 0 0 0 0 0 431 33 35 15:00 87 51 87 184 79 11 0 0 0 0 0 0 0 0 499 30 34 16:00 45 22 72 215 157 21 2 0 0 0 0 0 0 0 534 33 34 17:00 38 15 95 199 104 22 1 0 0 0 0 0 0 0 474 32 34 18:00 5 5 33 110 97 20 1 0 0 0 0 0 0 0 271 33 36 19:00 6 4 12 59 66 9 1 0 0 0 0 0 0 0 157 33 36 20:00 6 0 11 36 58 9 0 0 0 0 0 0 0 0 120 34 36 21:00 0 1 10 24 31 6 0 0 0 0 0 0 0 0 72 34 36 22:00 0 0 5 17 27 12 2 0 0 0 0 0 0 0 63 36 39 23:00 1 0 0 4 16 6 0 0 0 0 0 0 0 0 27 36 38 Total 530 228 720 1998 1714 409 36 4 1 0 0 0 0 0 5640 Percent 9.4% 4.0% 12.8% 35.4% 30.4% 7.3% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 08:00 11:00 10:00 06:00 06:00 07:00 04:00 08:00 Vol. 54 26 57 167 137 40 8 2 1 411 PM Peak 15:00 15:00 17:00 16:00 16:00 13:00 14:00 16:00 Vol. 87 51 95 215 157 35 3 534 Total 1229 559 1558 3686 3200 829 68 10 2 0 0 0 0 0 11141 Percent 11.0% 5.0% 14.0% 33.1% 28.7% 7.4% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 18 MPH 50th Percentile : 28 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 6886 Percent in Pace : 61.8% Number of Vehicles > 40 MPH : 80 Percent of Vehicles > 40 MPH : 0.7% Mean Speed(Average) : 27 MPH Page 2

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 0 0 1 5 4 5 7 3 0 0 0 1 0 0 26 45 49 01:00 0 0 0 1 2 3 3 0 0 0 0 0 0 0 9 42 44 02:00 0 0 2 1 0 4 2 0 0 0 0 0 0 0 9 41 43 03:00 0 0 2 1 0 3 3 0 0 0 0 0 0 0 9 42 44 04:00 0 0 5 2 2 6 11 4 0 0 0 0 0 0 30 44 48 05:00 2 0 1 3 6 29 22 6 0 1 0 0 0 0 70 44 47 06:00 18 4 3 4 58 73 51 10 1 1 0 0 0 0 223 42 45 07:00 50 12 12 21 88 128 56 11 1 0 0 0 0 0 379 40 44 08:00 33 5 13 30 124 112 38 2 1 0 0 0 0 0 358 39 43 09:00 36 4 10 52 147 67 44 3 1 0 0 0 0 0 364 39 43 10:00 36 3 16 68 150 83 19 2 0 0 0 0 0 0 377 37 40 11:00 40 6 14 88 148 92 19 4 0 0 0 0 0 0 411 37 40 12 PM 65 14 42 113 97 38 11 0 0 0 0 0 0 0 380 34 38 13:00 52 18 30 77 177 88 16 1 0 0 0 0 0 0 459 37 39 14:00 48 9 17 58 180 120 20 2 1 0 0 0 0 0 455 38 40 15:00 52 15 44 88 171 83 19 5 1 0 0 0 0 0 478 37 40 16:00 55 11 26 135 164 66 19 1 0 0 0 0 0 0 477 36 39 17:00 52 8 33 138 153 60 10 0 1 0 0 0 0 0 455 35 39 18:00 19 6 3 31 83 72 22 5 1 0 0 0 0 0 242 39 43 19:00 9 1 6 11 64 60 22 1 0 0 0 0 0 0 174 39 43 20:00 4 3 5 9 48 37 18 3 1 0 0 0 0 0 128 40 44 21:00 2 1 2 1 25 39 15 1 0 0 0 0 0 0 86 41 43 22:00 1 0 1 5 12 26 18 2 0 0 0 0 0 0 65 42 44 23:00 0 0 0 0 10 9 9 2 0 0 0 0 0 0 30 43 46 Total 574 120 288 942 1913 1303 474 68 9 2 0 1 0 0 5694 Percent 10.1% 2.1% 5.1% 16.5% 33.6% 22.9% 8.3% 1.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 07:00 10:00 11:00 10:00 07:00 07:00 07:00 06:00 05:00 00:00 11:00 Vol. 50 12 16 88 150 128 56 11 1 1 1 411 PM Peak 12:00 13:00 15:00 17:00 14:00 14:00 18:00 15:00 14:00 15:00 Vol. 65 18 44 138 180 120 22 5 1 478 Page 3

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 0 1 0 0 4 6 4 0 0 0 0 0 0 0 15 42 44 01:00 0 0 0 1 1 6 1 0 0 0 0 0 0 0 9 39 42 02:00 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 34 34 03:00 0 0 1 2 3 2 3 2 0 0 0 1 0 0 14 47 66 04:00 4 2 2 2 4 10 13 2 1 0 0 0 0 0 40 43 47 05:00 2 0 4 4 9 27 16 9 2 0 0 0 0 0 73 45 49 06:00 13 7 4 3 39 83 43 8 2 0 0 0 0 0 202 42 44 07:00 40 10 9 42 95 139 47 8 1 0 0 0 0 0 391 39 43 08:00 47 8 13 33 113 107 33 5 0 0 0 0 0 0 359 39 43 09:00 43 9 17 40 127 93 26 3 0 0 0 0 0 0 358 38 42 10:00 40 11 9 40 142 102 33 2 0 0 0 0 0 0 379 38 42 11:00 40 8 20 85 164 90 19 2 0 0 0 0 0 0 428 37 39 12 PM 42 12 29 100 140 99 21 2 0 0 0 0 0 0 445 37 40 13:00 32 8 17 69 179 92 22 4 0 0 0 0 0 0 423 37 41 14:00 50 11 14 102 174 105 19 4 2 0 0 0 0 0 481 37 40 15:00 61 10 40 128 162 67 13 1 0 0 0 0 0 0 482 35 39 16:00 42 12 37 89 167 117 27 5 0 0 0 0 0 0 496 38 41 17:00 46 5 30 105 168 70 12 0 0 0 0 0 0 0 436 36 39 18:00 16 3 9 54 95 95 25 1 0 1 0 0 0 0 299 39 42 19:00 7 4 4 31 67 58 4 1 0 0 0 0 0 0 176 38 39 20:00 4 1 2 18 48 73 15 0 0 0 0 0 0 0 161 39 42 21:00 2 2 4 15 36 56 10 3 0 0 0 0 0 0 128 39 43 22:00 0 0 1 0 12 27 6 3 0 0 0 0 0 0 49 41 45 23:00 0 0 0 1 13 28 4 7 0 0 0 0 0 0 53 43 48 Total 531 124 266 964 1964 1552 416 72 8 1 0 1 0 0 5899 Percent 9.0% 2.1% 4.5% 16.3% 33.3% 26.3% 7.1% 1.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 10:00 11:00 11:00 11:00 07:00 07:00 05:00 05:00 03:00 11:00 Vol. 47 11 20 85 164 139 47 9 2 1 428 PM Peak 15:00 12:00 15:00 15:00 13:00 16:00 16:00 23:00 14:00 18:00 16:00 Vol. 61 12 40 128 179 117 27 7 2 1 496 Total 1105 244 554 1906 3877 2855 890 140 17 3 0 2 0 0 11593 Percent 9.5% 2.1% 4.8% 16.4% 33.4% 24.6% 7.7% 1.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 23 MPH 50th Percentile : 32 MPH 85th Percentile : 38 MPH 95th Percentile : 42 MPH Stats 10 MPH Pace Speed : 31-40 MPH Number in Pace : 6732 Percent in Pace : 58.1% Number of Vehicles > 40 MPH : 1052 Percent of Vehicles > 40 MPH : 9.1% Mean Speed(Average) : 31 MPH Page 4

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 1 0 1 10 8 7 8 3 1 0 0 1 0 0 40 44 50 01:00 0 0 0 3 8 4 4 0 0 0 0 0 0 0 19 41 43 02:00 0 0 2 2 1 5 2 0 0 0 0 0 0 0 12 40 43 03:00 0 0 2 2 0 7 4 0 0 0 0 0 0 0 15 42 44 04:00 0 0 5 3 7 11 11 5 0 0 0 0 0 0 42 44 47 05:00 7 1 3 6 24 54 25 7 0 1 0 0 0 0 128 42 46 06:00 23 12 7 21 117 108 54 12 1 1 0 0 0 0 356 41 44 07:00 77 27 60 96 208 174 61 11 1 0 0 0 0 0 715 39 43 08:00 69 24 54 153 270 162 38 3 1 0 0 0 0 0 774 37 40 09:00 62 11 33 183 287 103 45 3 1 0 0 0 0 0 728 37 41 10:00 68 18 60 197 275 111 20 2 0 0 0 0 0 0 751 35 39 11:00 65 35 74 223 259 116 20 4 0 0 0 0 0 0 796 35 39 12 PM 254 71 130 152 108 41 12 0 0 0 0 0 0 0 768 32 36 13:00 125 34 85 189 256 110 16 1 0 0 0 0 0 0 816 35 38 14:00 82 27 75 226 325 152 22 3 1 0 0 0 0 0 913 36 39 15:00 84 46 145 289 285 112 19 5 1 0 0 0 0 0 986 34 38 16:00 165 67 131 277 239 72 19 1 0 0 0 0 0 0 971 33 38 17:00 131 52 169 291 197 70 10 0 1 0 0 0 0 0 921 33 37 18:00 28 15 49 155 194 81 22 5 1 0 0 0 0 0 550 36 40 19:00 17 3 23 67 128 82 27 1 0 0 0 0 0 0 348 38 41 20:00 9 5 10 41 87 49 22 3 1 0 0 0 0 0 227 39 43 21:00 4 2 5 18 58 51 15 1 0 0 0 0 0 0 154 39 42 22:00 2 1 2 21 33 30 21 2 0 0 0 0 0 0 112 41 44 23:00 0 0 1 5 25 11 9 2 0 0 0 0 0 0 53 41 44 Total 1273 451 1126 2630 3399 1723 506 74 10 2 0 1 0 0 11195 Percent 11.4% 4.0% 10.1% 23.5% 30.4% 15.4% 4.5% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 11:00 11:00 11:00 09:00 07:00 07:00 06:00 00:00 05:00 00:00 11:00 Vol. 77 35 74 223 287 174 61 12 1 1 1 796 PM Peak 12:00 12:00 17:00 17:00 14:00 14:00 19:00 15:00 14:00 15:00 Vol. 254 71 169 291 325 152 27 5 1 986 Page 5

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound, Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 0 2 0 1 7 8 5 1 0 0 0 0 0 0 24 42 44 01:00 0 0 0 4 3 7 1 0 0 0 0 0 0 0 15 39 41 02:00 0 0 0 3 3 1 0 0 0 0 0 0 0 0 7 34 38 03:00 1 0 1 4 7 5 4 2 0 0 0 1 0 0 25 44 49 04:00 4 2 3 4 8 15 14 2 2 0 0 0 0 0 54 43 48 05:00 2 0 5 10 39 44 16 10 2 0 0 0 0 0 128 42 47 06:00 24 14 11 26 96 123 51 8 2 0 0 0 0 0 355 40 44 07:00 94 23 39 129 202 169 54 10 1 0 0 0 0 0 721 38 42 08:00 93 34 70 167 235 132 34 5 0 0 0 0 0 0 770 37 40 09:00 77 21 43 181 246 119 28 3 0 0 0 0 0 0 718 36 39 10:00 73 17 47 161 279 136 34 2 0 0 0 0 0 0 749 37 39 11:00 72 18 68 252 273 112 19 2 0 0 0 0 0 0 816 35 39 12 PM 78 25 86 262 290 132 23 2 0 0 0 0 0 0 898 35 39 13:00 76 29 73 222 295 127 24 4 0 0 0 0 0 0 850 36 39 14:00 101 32 88 247 292 124 22 4 2 0 0 0 0 0 912 35 39 15:00 148 61 127 312 241 78 13 1 0 0 0 0 0 0 981 33 37 16:00 87 34 109 304 324 138 29 5 0 0 0 0 0 0 1030 35 39 17:00 84 20 125 304 272 92 13 0 0 0 0 0 0 0 910 34 38 18:00 21 8 42 164 192 115 26 1 0 1 0 0 0 0 570 37 39 19:00 13 8 16 90 133 67 5 1 0 0 0 0 0 0 333 36 39 20:00 10 1 13 54 106 82 15 0 0 0 0 0 0 0 281 38 40 21:00 2 3 14 39 67 62 10 3 0 0 0 0 0 0 200 38 41 22:00 0 0 6 17 39 39 8 3 0 0 0 0 0 0 112 39 43 23:00 1 0 0 5 29 34 4 7 0 0 0 0 0 0 80 39 47 Total 1061 352 986 2962 3678 1961 452 76 9 1 0 1 0 0 11539 Percent 9.2% 3.1% 8.5% 25.7% 31.9% 17.0% 3.9% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 07:00 08:00 08:00 11:00 10:00 07:00 07:00 05:00 04:00 03:00 11:00 Vol. 94 34 70 252 279 169 54 10 2 1 816 PM Peak 15:00 15:00 15:00 15:00 16:00 16:00 16:00 23:00 14:00 18:00 16:00 Vol. 148 61 127 312 324 138 29 7 2 1 1030 Total 2334 803 2112 5592 7077 3684 958 150 19 3 0 2 0 0 22734 Percent 10.3% 3.5% 9.3% 24.6% 31.1% 16.2% 4.2% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 20 MPH 50th Percentile : 30 MPH 85th Percentile : 36 MPH 95th Percentile : 39 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 12669 Percent in Pace : 55.7% Number of Vehicles > 40 MPH : 1132 Percent of Vehicles > 40 MPH : 5.0% Mean Speed(Average) : 29 MPH Page 6

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/12/14 0 8 4 0 0 0 0 0 1 0 0 0 0 1 14 01:00 0 8 0 0 0 0 0 0 2 0 0 0 0 0 10 02:00 0 1 0 1 0 0 0 0 1 0 0 0 0 0 3 03:00 0 4 1 0 0 0 0 0 1 0 0 0 0 0 6 04:00 0 7 3 0 0 0 0 0 2 0 0 0 0 0 12 05:00 0 39 12 1 1 0 0 0 2 0 0 0 0 3 58 06:00 1 79 35 2 7 3 1 1 0 0 0 0 0 4 133 07:00 10 201 62 6 14 6 3 2 6 2 0 0 0 24 336 08:00 10 255 83 3 12 6 2 5 7 0 0 1 0 32 416 09:00 6 236 65 4 9 6 2 3 8 0 0 0 0 25 364 10:00 9 263 55 2 8 5 1 0 5 0 1 0 0 25 374 11:00 7 278 47 4 14 8 1 8 4 0 0 0 0 14 385 12 PM 17 193 52 3 9 5 2 2 5 0 0 0 0 100 388 13:00 5 234 53 1 7 3 3 3 3 0 0 0 0 45 357 14:00 12 308 72 4 11 7 4 5 4 0 0 0 0 31 458 15:00 11 363 77 2 6 5 1 6 4 0 0 0 1 32 508 16:00 19 327 68 3 8 10 2 0 2 0 0 0 0 55 494 17:00 12 345 57 0 6 5 0 1 3 1 0 0 0 36 466 18:00 4 260 27 0 4 1 0 1 1 1 0 0 0 9 308 19:00 3 138 16 0 5 2 0 0 2 0 0 0 1 7 174 20:00 2 74 12 0 2 0 0 1 1 1 0 0 0 6 99 21:00 0 55 9 0 1 0 0 0 2 0 0 0 0 1 68 22:00 0 38 7 0 0 0 0 0 1 0 0 0 0 1 47 23:00 0 17 4 0 1 0 0 0 1 0 0 0 0 0 23 Total 128 3731 821 36 125 72 22 38 68 5 1 1 2 451 5501 Percent 2.3% 67.8% 14.9% 0.7% 2.3% 1.3% 0.4% 0.7% 1.2% 0.1% 0.0% 0.0% 0.0% 8.2% AM Peak 07:00 11:00 08:00 07:00 07:00 11:00 07:00 11:00 09:00 07:00 10:00 08:00 08:00 Vol. 10 278 83 6 14 8 3 8 8 2 1 1 32 PM Peak 16:00 15:00 15:00 14:00 14:00 16:00 14:00 15:00 12:00 17:00 15:00 12:00 Vol. 19 363 77 4 11 10 4 6 5 1 1 100 Page 1

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/13/14 0 7 2 0 0 0 0 0 0 0 0 0 0 0 9 01:00 0 2 1 0 0 0 0 0 3 0 0 0 0 0 6 02:00 0 2 0 2 0 0 0 0 1 0 0 0 0 0 5 03:00 0 7 0 0 0 0 0 0 4 0 0 0 0 0 11 04:00 0 7 4 0 0 0 0 0 2 1 0 0 0 0 14 05:00 0 39 9 2 1 0 0 0 4 0 0 0 0 0 55 06:00 5 89 32 3 2 5 1 1 3 0 0 0 0 12 153 07:00 6 171 67 7 14 8 2 5 3 2 0 0 0 45 330 08:00 10 242 81 1 15 8 4 5 6 3 0 0 0 36 411 09:00 8 245 44 3 13 9 1 3 7 0 0 0 1 26 360 10:00 9 244 59 0 13 6 2 3 6 0 0 0 1 27 370 11:00 8 263 53 2 12 7 2 4 5 0 0 0 0 32 388 12 PM 8 310 51 4 17 10 5 5 6 1 0 0 1 35 453 13:00 12 296 48 5 12 9 2 5 3 0 0 0 0 35 427 14:00 10 285 67 4 11 11 1 3 1 0 0 0 0 38 431 15:00 6 330 71 1 11 4 1 3 7 0 0 0 0 65 499 16:00 15 370 85 3 11 6 1 1 2 0 0 0 1 39 534 17:00 7 353 67 0 7 2 0 3 0 0 0 0 0 35 474 18:00 1 221 34 0 7 0 0 3 1 0 0 0 0 4 271 19:00 3 123 25 0 1 0 0 0 0 0 0 0 0 5 157 20:00 2 92 19 1 1 0 0 0 2 0 0 0 0 3 120 21:00 0 61 8 0 1 0 0 0 2 0 0 0 0 0 72 22:00 0 48 12 0 1 0 0 0 2 0 0 0 0 0 63 23:00 0 17 9 0 0 0 0 0 0 0 0 0 0 1 27 Total 110 3824 848 38 150 85 22 44 70 7 0 0 4 438 5640 Percent 2.0% 67.8% 15.0% 0.7% 2.7% 1.5% 0.4% 0.8% 1.2% 0.1% 0.0% 0.0% 0.1% 7.8% AM Peak 08:00 11:00 08:00 07:00 08:00 09:00 08:00 07:00 09:00 08:00 09:00 07:00 Vol. 10 263 81 7 15 9 4 5 7 3 1 45 PM Peak 16:00 16:00 16:00 13:00 12:00 14:00 12:00 12:00 15:00 12:00 12:00 15:00 Vol. 15 370 85 5 17 11 5 5 7 1 1 65 Grand Total 238 7555 1669 74 275 157 44 82 138 12 1 1 6 889 11141 Percent 2.1% 67.8% 15.0% 0.7% 2.5% 1.4% 0.4% 0.7% 1.2% 0.1% 0.0% 0.0% 0.1% 8.0% Page 2

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/12/14 0 11 7 1 3 0 0 0 4 0 0 0 0 0 26 01:00 0 5 1 2 0 0 0 0 1 0 0 0 0 0 9 02:00 1 4 1 0 1 1 0 0 1 0 0 0 0 0 9 03:00 1 3 2 0 0 2 0 0 1 0 0 0 0 0 9 04:00 3 14 6 0 2 3 0 1 1 0 0 0 0 0 30 05:00 0 36 13 1 15 0 0 0 3 0 0 0 0 2 70 06:00 2 104 46 3 45 3 0 0 5 0 0 0 0 15 223 07:00 11 194 77 5 32 7 0 4 5 0 0 0 0 44 379 08:00 4 192 69 9 36 7 1 5 4 1 0 0 0 30 358 09:00 5 207 69 3 35 8 0 4 8 0 0 0 1 24 364 10:00 12 211 81 6 19 8 1 5 4 0 0 0 0 30 377 11:00 4 260 63 1 34 5 0 3 4 0 0 0 0 37 411 12 PM 7 235 47 4 20 2 0 2 2 0 0 0 0 61 380 13:00 6 287 78 5 24 4 1 5 1 1 0 0 0 47 459 14:00 8 292 61 0 33 5 2 5 2 3 0 0 0 44 455 15:00 16 283 72 7 33 8 1 5 4 0 0 0 0 49 478 16:00 8 295 81 1 25 7 0 3 3 1 0 0 0 53 477 17:00 10 306 57 4 23 2 1 3 3 0 0 0 0 46 455 18:00 3 170 29 0 18 0 0 1 0 1 0 0 0 20 242 19:00 3 122 25 1 11 2 0 0 1 0 0 0 0 9 174 20:00 2 88 24 0 10 0 0 0 1 0 0 0 0 3 128 21:00 0 67 11 0 8 0 0 0 0 0 0 0 0 0 86 22:00 0 53 8 0 3 0 0 0 0 0 0 0 0 1 65 23:00 0 19 7 0 2 0 0 0 0 2 0 0 0 0 30 Total 106 3458 935 53 432 74 7 46 58 9 0 0 1 515 5694 Percent 1.9% 60.7% 16.4% 0.9% 7.6% 1.3% 0.1% 0.8% 1.0% 0.2% 0.0% 0.0% 0.0% 9.0% AM Peak 10:00 11:00 10:00 08:00 06:00 09:00 08:00 08:00 09:00 08:00 09:00 07:00 Vol. 12 260 81 9 45 8 1 5 8 1 1 44 PM Peak 15:00 17:00 16:00 15:00 14:00 15:00 14:00 13:00 15:00 14:00 12:00 Vol. 16 306 81 7 33 8 2 5 4 3 61 Page 3

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/13/14 0 10 1 0 1 0 0 0 3 0 0 0 0 0 15 01:00 0 4 0 0 0 0 0 0 3 2 0 0 0 0 9 02:00 0 1 0 0 0 0 0 0 1 0 0 0 0 0 2 03:00 1 6 4 0 1 1 0 0 1 0 0 0 0 0 14 04:00 2 18 7 1 4 2 0 0 4 0 0 0 0 2 40 05:00 3 29 12 3 15 3 0 2 4 0 0 0 0 2 73 06:00 1 98 47 2 31 3 0 3 5 0 0 0 0 12 202 07:00 8 225 71 5 34 3 0 5 7 0 0 0 0 33 391 08:00 9 199 60 6 22 2 6 4 7 1 0 0 1 42 359 09:00 5 199 72 4 24 4 1 3 7 0 0 0 0 39 358 10:00 7 211 69 2 36 4 0 3 3 1 0 0 0 43 379 11:00 10 256 70 8 31 5 0 6 1 1 0 0 0 40 428 12 PM 9 274 70 6 25 3 1 8 8 0 0 0 0 41 445 13:00 6 282 64 1 25 5 0 5 7 1 0 0 0 27 423 14:00 6 304 69 1 37 8 2 1 5 0 0 0 1 47 481 15:00 6 283 79 9 32 3 3 6 4 1 0 0 0 56 482 16:00 7 315 92 2 27 8 0 2 3 1 1 0 0 38 496 17:00 9 297 52 4 23 3 2 0 1 0 0 0 0 45 436 18:00 3 208 48 0 19 0 0 1 4 1 0 0 0 15 299 19:00 2 120 32 0 14 0 0 1 1 0 0 0 0 6 176 20:00 0 117 28 0 8 1 0 2 1 0 0 0 0 4 161 21:00 0 105 19 0 4 0 0 0 0 0 0 0 0 0 128 22:00 0 37 9 0 3 0 0 0 0 0 0 0 0 0 49 23:00 0 35 12 0 4 0 0 0 2 0 0 0 0 0 53 Total 94 3633 987 54 420 58 15 52 82 9 1 0 2 492 5899 Percent 1.6% 61.6% 16.7% 0.9% 7.1% 1.0% 0.3% 0.9% 1.4% 0.2% 0.0% 0.0% 0.0% 8.3% AM Peak 11:00 11:00 09:00 11:00 10:00 11:00 08:00 11:00 07:00 01:00 08:00 10:00 Vol. 10 256 72 8 36 5 6 6 7 2 1 43 PM Peak 12:00 16:00 16:00 15:00 14:00 14:00 15:00 12:00 12:00 13:00 16:00 14:00 15:00 Vol. 9 315 92 9 37 8 3 8 8 1 1 1 56 Grand Total 200 7091 1922 107 852 132 22 98 140 18 1 0 3 1007 11593 Percent 1.7% 61.2% 16.6% 0.9% 7.3% 1.1% 0.2% 0.8% 1.2% 0.2% 0.0% 0.0% 0.0% 8.7% Page 4

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound, Southbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/12/14 0 19 11 1 3 0 0 0 5 0 0 0 0 1 40 01:00 0 13 1 2 0 0 0 0 3 0 0 0 0 0 19 02:00 1 5 1 1 1 1 0 0 2 0 0 0 0 0 12 03:00 1 7 3 0 0 2 0 0 2 0 0 0 0 0 15 04:00 3 21 9 0 2 3 0 1 3 0 0 0 0 0 42 05:00 0 75 25 2 16 0 0 0 5 0 0 0 0 5 128 06:00 3 183 81 5 52 6 1 1 5 0 0 0 0 19 356 07:00 21 395 139 11 46 13 3 6 11 2 0 0 0 68 715 08:00 14 447 152 12 48 13 3 10 11 1 0 1 0 62 774 09:00 11 443 134 7 44 14 2 7 16 0 0 0 1 49 728 10:00 21 474 136 8 27 13 2 5 9 0 1 0 0 55 751 11:00 11 538 110 5 48 13 1 11 8 0 0 0 0 51 796 12 PM 24 428 99 7 29 7 2 4 7 0 0 0 0 161 768 13:00 11 521 131 6 31 7 4 8 4 1 0 0 0 92 816 14:00 20 600 133 4 44 12 6 10 6 3 0 0 0 75 913 15:00 27 646 149 9 39 13 2 11 8 0 0 0 1 81 986 16:00 27 622 149 4 33 17 2 3 5 1 0 0 0 108 971 17:00 22 651 114 4 29 7 1 4 6 1 0 0 0 82 921 18:00 7 430 56 0 22 1 0 2 1 2 0 0 0 29 550 19:00 6 260 41 1 16 4 0 0 3 0 0 0 1 16 348 20:00 4 162 36 0 12 0 0 1 2 1 0 0 0 9 227 21:00 0 122 20 0 9 0 0 0 2 0 0 0 0 1 154 22:00 0 91 15 0 3 0 0 0 1 0 0 0 0 2 112 23:00 0 36 11 0 3 0 0 0 1 2 0 0 0 0 53 Total 234 7189 1756 89 557 146 29 84 126 14 1 1 3 966 11195 Percent 2.1% 64.2% 15.7% 0.8% 5.0% 1.3% 0.3% 0.8% 1.1% 0.1% 0.0% 0.0% 0.0% 8.6% AM Peak 07:00 11:00 08:00 08:00 06:00 09:00 07:00 11:00 09:00 07:00 10:00 08:00 09:00 07:00 Vol. 21 538 152 12 52 14 3 11 16 2 1 1 1 68 PM Peak 15:00 17:00 15:00 15:00 14:00 16:00 14:00 15:00 15:00 14:00 15:00 12:00 Vol. 27 651 149 9 44 17 6 11 8 3 1 161 Page 5

Location: South Main (Route 7) PO Box 468 Location: South of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound, Southbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/13/14 0 17 3 0 1 0 0 0 3 0 0 0 0 0 24 01:00 0 6 1 0 0 0 0 0 6 2 0 0 0 0 15 02:00 0 3 0 2 0 0 0 0 2 0 0 0 0 0 7 03:00 1 13 4 0 1 1 0 0 5 0 0 0 0 0 25 04:00 2 25 11 1 4 2 0 0 6 1 0 0 0 2 54 05:00 3 68 21 5 16 3 0 2 8 0 0 0 0 2 128 06:00 6 187 79 5 33 8 1 4 8 0 0 0 0 24 355 07:00 14 396 138 12 48 11 2 10 10 2 0 0 0 78 721 08:00 19 441 141 7 37 10 10 9 13 4 0 0 1 78 770 09:00 13 444 116 7 37 13 2 6 14 0 0 0 1 65 718 10:00 16 455 128 2 49 10 2 6 9 1 0 0 1 70 749 11:00 18 519 123 10 43 12 2 10 6 1 0 0 0 72 816 12 PM 17 584 121 10 42 13 6 13 14 1 0 0 1 76 898 13:00 18 578 112 6 37 14 2 10 10 1 0 0 0 62 850 14:00 16 589 136 5 48 19 3 4 6 0 0 0 1 85 912 15:00 12 613 150 10 43 7 4 9 11 1 0 0 0 121 981 16:00 22 685 177 5 38 14 1 3 5 1 1 0 1 77 1030 17:00 16 650 119 4 30 5 2 3 1 0 0 0 0 80 910 18:00 4 429 82 0 26 0 0 4 5 1 0 0 0 19 570 19:00 5 243 57 0 15 0 0 1 1 0 0 0 0 11 333 20:00 2 209 47 1 9 1 0 2 3 0 0 0 0 7 281 21:00 0 166 27 0 5 0 0 0 2 0 0 0 0 0 200 22:00 0 85 21 0 4 0 0 0 2 0 0 0 0 0 112 23:00 0 52 21 0 4 0 0 0 2 0 0 0 0 1 80 Total 204 7457 1835 92 570 143 37 96 152 16 1 0 6 930 11539 Percent 1.8% 64.6% 15.9% 0.8% 4.9% 1.2% 0.3% 0.8% 1.3% 0.1% 0.0% 0.0% 0.1% 8.1% AM Peak 08:00 11:00 08:00 07:00 10:00 09:00 08:00 07:00 09:00 08:00 08:00 07:00 Vol. 19 519 141 12 49 13 10 10 14 4 1 78 PM Peak 16:00 16:00 16:00 12:00 14:00 14:00 12:00 12:00 12:00 12:00 16:00 12:00 15:00 Vol. 22 685 177 10 48 19 6 13 14 1 1 1 121 Grand Total 438 14646 3591 181 1127 289 66 180 278 30 2 1 9 1896 22734 Percent 1.9% 64.4% 15.8% 0.8% 5.0% 1.3% 0.3% 0.8% 1.2% 0.1% 0.0% 0.0% 0.0% 8.3% Page 6

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Start 12-Nov-14 Southbound Northbound Combined 13-Nov Southbound Northbound Combined Time Wed A.M. P.M. A.M. P.M. A.M. P.M. Thu A.M. P.M. A.M. P.M. A.M. P.M. 12:00 7 105 7 101 14 206 7 143 6 144 13 287 12:15 8 105 4 91 12 196 8 133 2 148 10 281 12:30 9 106 6 119 15 225 6 134 5 134 11 268 12:45 3 141 3 96 6 237 3 149 5 129 8 278 01:00 4 142 3 97 7 239 5 148 0 125 5 273 01:15 4 111 2 137 6 248 0 117 1 133 1 250 01:30 2 139 6 108 8 247 6 128 2 134 8 262 01:45 2 158 5 109 7 267 1 135 4 140 5 275 02:00 2 128 3 137 5 265 1 134 0 135 1 269 02:15 4 151 0 141 4 292 2 128 0 148 2 276 02:30 2 162 2 133 4 295 0 155 2 129 2 284 02:45 3 158 1 159 4 317 1 166 1 116 2 282 03:00 2 124 1 152 3 276 3 127 1 142 4 269 03:15 1 159 1 158 2 317 5 148 4 148 9 296 03:30 7 124 1 146 8 270 3 154 3 148 6 302 03:45 2 137 2 108 4 245 5 163 7 192 12 355 04:00 5 139 3 86 8 225 5 153 2 148 7 301 04:15 13 146 4 121 17 267 12 153 3 190 15 343 04:30 9 136 5 129 14 265 10 168 5 151 15 319 04:45 6 127 10 141 16 268 12 162 7 162 19 324 05:00 18 139 17 143 35 282 15 157 22 155 37 312 05:15 22 146 14 180 36 326 15 148 14 163 29 311 05:30 22 165 13 120 35 285 26 133 11 164 37 297 05:45 33 113 27 123 60 236 33 113 24 112 57 225 06:00 47 92 27 124 74 216 51 87 26 110 77 197 06:15 57 99 31 113 88 212 43 126 36 105 79 231 06:30 66 92 57 92 123 184 68 87 52 102 120 189 06:45 99 80 79 102 178 182 105 80 90 73 195 153 07:00 83 69 80 69 163 138 73 71 82 78 155 149 07:15 129 55 99 62 228 117 118 73 99 56 217 129 07:30 118 47 112 52 230 99 159 50 118 57 277 107 07:45 161 70 136 47 297 117 155 57 134 41 289 98 08:00 137 62 131 44 268 106 135 53 120 56 255 109 08:15 106 41 174 43 280 84 105 51 141 46 246 97 08:30 107 61 143 36 250 97 110 62 152 31 262 93 08:45 121 41 135 24 256 65 126 66 147 32 273 98 09:00 108 29 134 29 242 58 125 43 113 40 238 83 09:15 97 31 131 17 228 48 111 50 113 49 224 99 09:30 116 31 123 22 239 53 122 57 133 25 255 82 09:45 126 35 128 27 254 62 111 37 127 8 238 45 10:00 123 32 129 29 252 61 114 41 130 27 244 68 10:15 136 18 116 17 252 35 124 28 133 23 257 51 10:30 96 24 116 12 212 36 136 17 127 23 263 40 10:45 116 14 133 12 249 26 121 14 145 19 266 33 11:00 116 14 117 17 233 31 130 24 121 14 251 38 11:15 126 14 125 6 251 20 121 27 117 7 238 34 11:30 139 13 126 9 265 22 119 6 125 9 244 15 11:45 126 8 98 7 224 15 145 8 161 14 306 22 Total 2846 4333 2820 4047 5666 8380 2911 4664 2873 4535 5784 9199 Day Total 7179 6867 14046 7575 7408 14983 % Total 20.3% 30.8% 20.1% 28.8% 19.4% 31.1% 19.2% 30.3% Peak - 07:15 02:30 08:15 02:45 07:45 02:30-07:15 04:15 08:00 03:45 07:30 03:45 Vol. - 545 603 586 615 1095 1205-567 640 560 681 1067 1318 P.H.F. 0.846 0.931 0.842 0.967 0.922 0.950 0.892 0.952 0.921 0.887 0.923 0.928 ADT ADT 14,510 AADT 14,510 Page 1

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 0 0 0 7 12 5 3 0 0 0 0 0 0 0 27 38 42 01:00 0 0 0 5 3 3 1 0 0 0 0 0 0 0 12 38 41 02:00 0 0 0 3 4 3 1 0 0 0 0 0 0 0 11 38 42 03:00 0 0 0 2 4 5 1 0 0 0 0 0 0 0 12 39 41 04:00 0 0 0 3 12 11 7 0 0 0 0 0 0 0 33 41 43 05:00 1 0 5 11 42 28 6 2 0 0 0 0 0 0 95 38 42 06:00 6 3 7 49 130 57 15 1 1 0 0 0 0 0 269 37 41 07:00 35 5 26 101 219 90 15 0 0 0 0 0 0 0 491 36 39 08:00 49 5 28 108 214 56 11 0 0 0 0 0 0 0 471 34 38 09:00 40 6 30 132 180 54 5 0 0 0 0 0 0 0 447 34 38 10:00 37 6 68 160 164 33 3 0 0 0 0 0 0 0 471 33 36 11:00 36 16 58 157 185 47 7 0 0 0 0 0 0 1 507 34 38 12 PM 71 14 94 189 74 15 0 0 0 0 0 0 0 0 457 31 34 13:00 57 11 63 214 173 28 3 0 0 1 0 0 0 0 550 33 35 14:00 33 1 43 173 265 72 11 1 0 0 0 0 0 0 599 34 38 15:00 84 10 62 196 157 33 2 0 0 0 0 0 0 0 544 33 36 16:00 120 29 94 195 99 9 2 0 0 0 0 0 0 0 548 31 34 17:00 173 86 83 123 80 13 5 0 0 0 0 0 0 0 563 30 34 18:00 16 3 41 120 135 43 5 0 0 0 0 0 0 0 363 34 38 19:00 6 0 7 79 112 34 3 0 0 0 0 0 0 0 241 35 38 20:00 7 0 15 64 72 44 2 1 0 0 0 0 0 0 205 36 39 21:00 1 1 1 28 68 22 3 2 0 0 0 0 0 0 126 36 39 22:00 1 0 0 17 37 32 1 0 0 0 0 0 0 0 88 38 39 23:00 0 0 1 10 22 13 3 0 0 0 0 0 0 0 49 38 40 Total 773 196 726 2146 2463 750 115 7 1 1 0 0 0 1 7179 Percent 10.8% 2.7% 10.1% 29.9% 34.3% 10.4% 1.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 11:00 10:00 10:00 07:00 07:00 06:00 05:00 06:00 11:00 11:00 Vol. 49 16 68 160 219 90 15 2 1 1 507 PM Peak 17:00 17:00 12:00 13:00 14:00 14:00 14:00 21:00 13:00 14:00 Vol. 173 86 94 214 265 72 11 2 1 599 Page 1

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 0 0 0 5 14 4 1 0 0 0 0 0 0 0 24 36 39 01:00 0 0 0 4 5 3 0 0 0 0 0 0 0 0 12 37 39 02:00 0 0 0 1 2 1 0 0 0 0 0 0 0 0 4 37 39 03:00 0 0 0 3 7 3 2 0 0 1 0 0 0 0 16 41 55 04:00 0 0 0 4 13 18 4 0 0 0 0 0 0 0 39 39 42 05:00 1 0 1 12 34 31 8 2 0 0 0 0 0 0 89 39 43 06:00 6 1 10 27 142 68 12 1 0 0 0 0 0 0 267 38 39 07:00 18 4 36 105 227 100 12 3 0 0 0 0 0 0 505 36 39 08:00 23 0 11 97 253 87 5 0 0 0 0 0 0 0 476 36 38 09:00 24 2 28 155 210 46 4 0 0 0 0 0 0 0 469 34 37 10:00 31 2 17 131 226 77 10 0 1 0 0 0 0 0 495 35 39 11:00 31 1 17 127 240 91 7 1 0 0 0 0 0 0 515 36 39 12 PM 48 1 13 174 239 77 6 1 0 0 0 0 0 0 559 35 38 13:00 38 13 29 176 211 52 7 2 0 0 0 0 0 0 528 34 38 14:00 62 10 64 210 200 34 3 0 0 0 0 0 0 0 583 33 36 15:00 103 14 76 192 160 43 3 0 1 0 0 0 0 0 592 33 37 16:00 56 9 80 212 218 53 5 1 1 0 0 0 0 1 636 34 37 17:00 78 24 75 183 147 38 6 0 0 0 0 0 0 0 551 33 37 18:00 32 5 24 129 122 61 5 1 1 0 0 0 0 0 380 35 39 19:00 9 1 12 101 103 24 1 0 0 0 0 0 0 0 251 34 37 20:00 3 5 16 87 93 28 0 0 0 0 0 0 0 0 232 34 37 21:00 4 1 19 69 79 14 1 0 0 0 0 0 0 0 187 34 37 22:00 2 0 0 27 46 19 6 0 0 0 0 0 0 0 100 37 40 23:00 1 0 0 16 32 15 1 0 0 0 0 0 0 0 65 37 39 Total 570 93 528 2247 3023 987 109 12 4 1 0 0 0 1 7575 Percent 7.5% 1.2% 7.0% 29.7% 39.9% 13.0% 1.4% 0.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 07:00 07:00 09:00 08:00 07:00 06:00 07:00 10:00 03:00 11:00 Vol. 31 4 36 155 253 100 12 3 1 1 515 PM Peak 15:00 17:00 16:00 16:00 12:00 12:00 13:00 13:00 15:00 16:00 16:00 Vol. 103 24 80 212 239 77 7 2 1 1 636 Total 1343 289 1254 4393 5486 1737 224 19 5 2 0 0 0 2 14754 Percent 9.1% 2.0% 8.5% 29.8% 37.2% 11.8% 1.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 22 MPH 50th Percentile : 30 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 9879 Percent in Pace : 67.0% Number of Vehicles > 40 MPH : 252 Percent of Vehicles > 40 MPH : 1.7% Mean Speed(Average) : 29 MPH Page 2

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 0 0 1 3 9 6 0 1 0 0 0 0 0 0 20 38 45 01:00 1 0 1 2 10 1 1 0 0 0 0 0 0 0 16 34 40 02:00 0 0 0 0 0 6 0 0 0 0 0 0 0 0 6 39 39 03:00 0 0 0 1 0 1 3 0 0 0 0 0 0 0 5 43 44 04:00 1 0 0 2 9 7 3 0 0 0 0 0 0 0 22 39 43 05:00 0 0 1 11 18 28 11 2 0 0 0 0 0 0 71 41 44 06:00 14 0 3 28 71 65 12 1 0 0 0 0 0 0 194 38 41 07:00 59 6 6 46 178 108 22 2 0 0 0 0 0 0 427 38 40 08:00 87 6 9 107 247 108 17 2 0 0 0 0 0 0 583 36 39 09:00 129 2 16 81 203 79 6 0 0 0 0 0 0 0 516 35 38 10:00 58 15 35 122 194 62 7 1 0 0 0 0 0 0 494 34 38 11:00 63 3 14 90 211 76 9 0 0 0 0 0 0 0 466 35 39 12 PM 391 15 1 0 0 0 0 0 0 0 0 0 0 0 407 13 14 13:00 260 24 16 40 71 36 4 0 0 0 0 0 0 0 451 33 37 14:00 46 1 17 124 264 107 11 0 0 0 0 0 0 0 570 36 39 15:00 278 41 50 94 79 20 2 0 0 0 0 0 0 0 564 31 34 16:00 391 49 31 6 0 0 0 0 0 0 0 0 0 0 477 16 22 17:00 58 53 203 115 95 38 4 0 0 0 0 0 0 0 566 32 36 18:00 24 0 9 110 210 69 8 0 1 0 0 0 0 0 431 35 39 19:00 5 0 1 44 128 45 7 0 0 0 0 0 0 0 230 36 39 20:00 6 0 1 32 74 28 5 1 0 0 0 0 0 0 147 37 39 21:00 0 0 1 20 50 21 3 0 0 0 0 0 0 0 95 37 39 22:00 2 0 0 12 40 13 3 0 0 0 0 0 0 0 70 37 39 23:00 0 0 0 10 18 10 1 0 0 0 0 0 0 0 39 37 39 Total 1873 215 416 1100 2179 934 139 10 1 0 0 0 0 0 6867 Percent 27.3% 3.1% 6.1% 16.0% 31.7% 13.6% 2.0% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 10:00 10:00 10:00 08:00 07:00 07:00 05:00 08:00 Vol. 129 15 35 122 247 108 22 2 583 PM Peak 12:00 17:00 17:00 14:00 14:00 14:00 14:00 20:00 18:00 14:00 Vol. 391 53 203 124 264 107 11 1 1 570 Page 3

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 0 0 2 4 5 3 3 1 0 0 0 0 0 0 18 42 45 01:00 1 0 0 3 3 0 0 0 0 0 0 0 0 0 7 33 34 02:00 0 0 0 1 1 0 1 0 0 0 0 0 0 0 3 42 44 03:00 1 0 0 1 4 7 2 0 0 0 0 0 0 0 15 39 43 04:00 1 0 0 4 3 4 4 1 0 0 0 0 0 0 17 43 45 05:00 2 0 0 9 31 25 3 1 0 0 0 0 0 0 71 38 40 06:00 8 0 3 15 77 79 17 5 0 0 0 0 0 0 204 39 43 07:00 33 11 10 56 193 107 21 2 0 0 0 0 0 0 433 38 40 08:00 46 0 6 116 284 99 8 1 0 0 0 0 0 0 560 36 39 09:00 38 0 9 123 220 80 15 1 0 0 0 0 0 0 486 36 39 10:00 46 0 9 92 262 115 10 1 0 0 0 0 0 0 535 36 39 11:00 39 0 17 100 247 103 16 1 1 0 0 0 0 0 524 37 39 12 PM 72 11 28 109 230 94 9 2 0 0 0 0 0 0 555 36 39 13:00 71 6 12 119 232 81 9 2 0 0 0 0 0 0 532 35 39 14:00 244 28 38 65 115 35 3 0 0 0 0 0 0 0 528 33 36 15:00 245 5 6 72 211 81 10 0 0 0 0 0 0 0 630 34 38 16:00 50 0 3 89 340 152 16 1 0 0 0 0 0 0 651 37 39 17:00 51 0 7 148 302 77 9 0 0 0 0 0 0 0 594 34 38 18:00 27 0 2 93 199 54 13 2 0 0 0 0 0 0 390 35 39 19:00 13 0 3 55 108 50 3 0 0 0 0 0 0 0 232 36 39 20:00 17 0 1 27 90 28 2 0 0 0 0 0 0 0 165 35 38 21:00 12 0 3 26 60 17 4 0 0 0 0 0 0 0 122 35 39 22:00 10 0 1 17 33 23 7 1 0 0 0 0 0 0 92 38 42 23:00 6 0 0 9 17 10 2 0 0 0 0 0 0 0 44 37 39 Total 1033 61 160 1353 3267 1324 187 22 1 0 0 0 0 0 7408 Percent 13.9% 0.8% 2.2% 18.3% 44.1% 17.9% 2.5% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 07:00 11:00 09:00 08:00 10:00 07:00 06:00 11:00 08:00 Vol. 46 11 17 123 284 115 21 5 1 560 PM Peak 15:00 14:00 14:00 17:00 16:00 16:00 16:00 12:00 16:00 Vol. 245 28 38 148 340 152 16 2 651 Total 2906 276 576 2453 5446 2258 326 32 2 0 0 0 0 0 14275 Percent 20.4% 1.9% 4.0% 17.2% 38.2% 15.8% 2.3% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 11 MPH 50th Percentile : 30 MPH 85th Percentile : 36 MPH 95th Percentile : 39 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 7899 Percent in Pace : 55.3% Number of Vehicles > 40 MPH : 360 Percent of Vehicles > 40 MPH : 2.5% Mean Speed(Average) : 27 MPH Page 4

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound, Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 0 0 1 10 21 11 3 1 0 0 0 0 0 0 47 38 42 01:00 1 0 1 7 13 4 2 0 0 0 0 0 0 0 28 37 41 02:00 0 0 0 3 4 9 1 0 0 0 0 0 0 0 17 39 40 03:00 0 0 0 3 4 6 4 0 0 0 0 0 0 0 17 41 43 04:00 1 0 0 5 21 18 10 0 0 0 0 0 0 0 55 40 43 05:00 1 0 6 22 60 56 17 4 0 0 0 0 0 0 166 39 43 06:00 20 3 10 77 201 122 27 2 1 0 0 0 0 0 463 38 41 07:00 94 11 32 147 397 198 37 2 0 0 0 0 0 0 918 37 39 08:00 136 11 37 215 461 164 28 2 0 0 0 0 0 0 1054 36 39 09:00 169 8 46 213 383 133 11 0 0 0 0 0 0 0 963 34 38 10:00 95 21 103 282 358 95 10 1 0 0 0 0 0 0 965 34 38 11:00 99 19 72 247 396 123 16 0 0 0 0 0 0 1 973 34 38 12 PM 462 29 95 189 74 15 0 0 0 0 0 0 0 0 864 28 33 13:00 317 35 79 254 244 64 7 0 0 1 0 0 0 0 1001 33 36 14:00 79 2 60 297 529 179 22 1 0 0 0 0 0 0 1169 35 39 15:00 362 51 112 290 236 53 4 0 0 0 0 0 0 0 1108 32 35 16:00 511 78 125 201 99 9 2 0 0 0 0 0 0 0 1025 28 32 17:00 231 139 286 238 175 51 9 0 0 0 0 0 0 0 1129 31 35 18:00 40 3 50 230 345 112 13 0 1 0 0 0 0 0 794 35 38 19:00 11 0 8 123 240 79 10 0 0 0 0 0 0 0 471 36 39 20:00 13 0 16 96 146 72 7 2 0 0 0 0 0 0 352 36 39 21:00 1 1 2 48 118 43 6 2 0 0 0 0 0 0 221 37 39 22:00 3 0 0 29 77 45 4 0 0 0 0 0 0 0 158 37 39 23:00 0 0 1 20 40 23 4 0 0 0 0 0 0 0 88 38 39 Total 2646 411 1142 3246 4642 1684 254 17 2 1 0 0 0 1 14046 Percent 18.8% 2.9% 8.1% 23.1% 33.0% 12.0% 1.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 10:00 10:00 10:00 08:00 07:00 07:00 05:00 06:00 11:00 08:00 Vol. 169 21 103 282 461 198 37 4 1 1 1054 PM Peak 16:00 17:00 17:00 14:00 14:00 14:00 14:00 20:00 18:00 13:00 14:00 Vol. 511 139 286 297 529 179 22 2 1 1 1169 Page 5

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound, Northbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 0 0 2 9 19 7 4 1 0 0 0 0 0 0 42 39 43 01:00 1 0 0 7 8 3 0 0 0 0 0 0 0 0 19 35 38 02:00 0 0 0 2 3 1 1 0 0 0 0 0 0 0 7 39 43 03:00 1 0 0 4 11 10 4 0 0 1 0 0 0 0 31 40 44 04:00 1 0 0 8 16 22 8 1 0 0 0 0 0 0 56 40 43 05:00 3 0 1 21 65 56 11 3 0 0 0 0 0 0 160 39 42 06:00 14 1 13 42 219 147 29 6 0 0 0 0 0 0 471 38 41 07:00 51 15 46 161 420 207 33 5 0 0 0 0 0 0 938 37 39 08:00 69 0 17 213 537 186 13 1 0 0 0 0 0 0 1036 36 38 09:00 62 2 37 278 430 126 19 1 0 0 0 0 0 0 955 35 38 10:00 77 2 26 223 488 192 20 1 1 0 0 0 0 0 1030 36 39 11:00 70 1 34 227 487 194 23 2 1 0 0 0 0 0 1039 36 39 12 PM 120 12 41 283 469 171 15 3 0 0 0 0 0 0 1114 35 38 13:00 109 19 41 295 443 133 16 4 0 0 0 0 0 0 1060 34 38 14:00 306 38 102 275 315 69 6 0 0 0 0 0 0 0 1111 33 36 15:00 348 19 82 264 371 124 13 0 1 0 0 0 0 0 1222 34 38 16:00 106 9 83 301 558 205 21 2 1 0 0 0 0 1 1287 35 39 17:00 129 24 82 331 449 115 15 0 0 0 0 0 0 0 1145 34 38 18:00 59 5 26 222 321 115 18 3 1 0 0 0 0 0 770 35 39 19:00 22 1 15 156 211 74 4 0 0 0 0 0 0 0 483 35 38 20:00 20 5 17 114 183 56 2 0 0 0 0 0 0 0 397 34 38 21:00 16 1 22 95 139 31 5 0 0 0 0 0 0 0 309 34 38 22:00 12 0 1 44 79 42 13 1 0 0 0 0 0 0 192 38 41 23:00 7 0 0 25 49 25 3 0 0 0 0 0 0 0 109 37 39 Total 1603 154 688 3600 6290 2311 296 34 5 1 0 0 0 1 14983 Percent 10.7% 1.0% 4.6% 24.0% 42.0% 15.4% 2.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 10:00 07:00 07:00 09:00 08:00 07:00 07:00 06:00 10:00 03:00 11:00 Vol. 77 15 46 278 537 207 33 6 1 1 1039 PM Peak 15:00 14:00 14:00 17:00 16:00 16:00 16:00 13:00 15:00 16:00 16:00 Vol. 348 38 102 331 558 205 21 4 1 1 1287 Total 4249 565 1830 6846 10932 3995 550 51 7 2 0 0 0 2 29029 Percent 14.6% 1.9% 6.3% 23.6% 37.7% 13.8% 1.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 15 MPH 50th Percentile : 30 MPH 85th Percentile : 35 MPH 95th Percentile : 38 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 17778 Percent in Pace : 61.2% Number of Vehicles > 40 MPH : 612 Percent of Vehicles > 40 MPH : 2.1% Mean Speed(Average) : 28 MPH Page 6

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start Cars 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Motor Trailer Long Buses 6 Tire Single Single Doubl Doubl Doubl Multi Multi Multi Bicycl Class Total 11/12/1 4 1 15 5 0 1 1 0 0 4 0 0 0 0 0 0 27 01:00 0 7 2 2 0 0 0 0 1 0 0 0 0 0 0 12 02:00 0 8 2 0 0 0 0 0 1 0 0 0 0 0 0 11 03:00 0 7 2 0 1 1 0 0 1 0 0 0 0 0 0 12 04:00 0 17 13 0 1 0 0 1 1 0 0 0 0 0 0 33 05:00 0 54 28 1 4 2 0 1 3 0 0 0 0 1 1 95 06:00 0 153 78 2 15 1 0 4 5 2 0 0 0 2 7 269 07:00 2 309 99 5 18 8 0 6 3 0 0 1 0 5 35 491 08:00 1 292 91 10 16 6 1 6 3 0 0 0 0 2 43 471 09:00 2 281 81 3 18 6 1 2 5 1 0 0 1 1 45 447 10:00 1 321 75 7 13 9 0 7 1 0 0 1 1 6 29 471 11:00 3 348 79 6 22 5 0 4 2 0 1 0 1 3 33 507 12 PM 1 312 49 6 12 3 0 2 1 0 1 0 1 1 68 457 13:00 2 387 80 4 13 1 2 4 0 0 0 0 0 4 53 550 14:00 1 449 74 1 18 5 0 11 2 2 0 0 0 1 35 599 15:00 6 375 62 6 12 3 0 1 4 0 0 0 0 3 72 544 16:00 2 370 67 1 10 8 0 8 0 0 0 0 1 3 78 548 17:00 6 396 61 2 9 5 0 4 2 1 0 0 0 3 74 563 18:00 1 298 40 1 2 1 1 2 0 1 0 0 0 0 16 363 19:00 1 196 27 0 6 1 1 1 1 0 1 0 0 1 5 241 20:00 1 163 24 0 7 1 0 1 1 0 0 0 0 0 7 205 21:00 0 106 15 0 4 0 0 0 0 0 0 0 0 0 1 126 22:00 0 78 8 0 0 0 0 1 0 0 0 0 0 0 1 88 23:00 0 35 9 1 1 0 0 0 1 2 0 0 0 0 0 49 Total 31 4977 1071 58 203 67 6 66 42 9 3 2 5 36 603 7179 Percent 0.4% 69.3% 14.9% 0.8% 2.8% 0.9% 0.1% 0.9% 0.6% 0.1% 0.0% 0.0% 0.1% 0.5% 8.4% Page 1

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound Start Cars 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Motor Trailer Long Buses 6 Tire Single Single Doubl Doubl Doubl Multi Multi Multi Bicycl Class Total 11/13/1 4 0 20 1 0 0 0 0 0 3 0 0 0 0 0 0 24 01:00 0 6 1 0 0 0 0 0 4 1 0 0 0 0 0 12 02:00 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 03:00 0 10 4 0 1 0 0 0 1 0 0 0 0 0 0 16 04:00 0 20 14 1 0 0 0 0 4 0 0 0 0 0 0 39 05:00 0 49 27 3 4 1 0 0 4 0 0 0 0 0 1 89 06:00 3 155 74 2 15 3 0 2 4 1 0 0 0 1 7 267 07:00 3 339 98 10 20 3 1 8 5 0 0 0 0 2 16 505 08:00 4 318 91 10 12 5 2 6 4 0 0 0 0 1 23 476 09:00 3 301 88 3 26 9 0 2 8 1 0 0 1 2 25 469 10:00 7 324 93 3 22 4 0 5 4 1 0 0 0 2 30 495 11:00 0 361 79 7 27 1 0 4 2 0 0 1 0 0 33 515 12 PM 3 375 89 5 17 6 0 11 3 0 0 0 0 1 49 559 13:00 2 380 82 1 12 3 0 6 3 0 0 0 2 1 36 528 14:00 1 420 69 2 19 7 1 3 1 0 0 0 0 1 59 583 15:00 5 369 80 6 18 7 3 5 2 2 0 0 0 5 90 592 16:00 2 463 93 2 11 7 0 6 1 1 0 0 0 2 48 636 17:00 4 400 59 2 7 6 0 6 1 1 0 1 0 2 62 551 18:00 2 285 50 1 2 3 0 2 1 1 0 0 0 3 30 380 19:00 2 202 33 0 2 1 0 0 1 0 0 0 0 0 10 251 20:00 0 188 27 0 7 1 0 2 1 0 0 0 0 0 6 232 21:00 1 158 19 0 4 0 0 1 0 0 0 0 0 0 4 187 22:00 0 82 14 0 2 0 0 0 0 0 0 0 0 0 2 100 23:00 0 51 11 0 1 0 0 0 1 0 0 0 0 0 1 65 Total 42 5279 1196 58 229 67 7 69 59 9 0 2 3 23 532 7575 Percent 0.6% 69.7% 15.8% 0.8% 3.0% 0.9% 0.1% 0.9% 0.8% 0.1% 0.0% 0.0% 0.0% 0.3% 7.0% Total 73 10256 2267 116 432 134 13 135 101 18 3 4 8 59 1135 14754 Percent 0.5% 69.5% 15.4% 0.8% 2.9% 0.9% 0.1% 0.9% 0.7% 0.1% 0.0% 0.0% 0.1% 0.4% 7.7% Page 2

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start Cars 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Motor Trailer Long Buses 6 Tire Single Single Doubl Doubl Doubl Multi Multi Multi Bicycl Class Total 11/12/1 4 0 15 5 0 0 0 0 0 0 0 0 0 0 0 0 20 01:00 0 11 1 0 0 0 0 0 2 1 0 0 0 0 1 16 02:00 0 5 0 1 0 0 0 0 0 0 0 0 0 0 0 6 03:00 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 04:00 0 11 5 0 3 0 0 0 2 0 0 0 0 0 1 22 05:00 0 47 18 1 5 0 0 0 0 0 0 0 0 0 0 71 06:00 1 113 44 2 10 3 1 2 3 0 0 0 0 1 14 194 07:00 4 226 97 13 21 5 1 5 4 0 2 0 0 2 47 427 08:00 3 353 115 8 23 3 0 0 5 0 0 0 0 0 73 583 09:00 1 312 87 2 13 5 1 6 2 0 0 0 0 3 84 516 10:00 0 333 81 5 14 3 0 3 3 0 1 0 0 0 51 494 11:00 3 309 72 5 13 4 1 6 2 2 0 0 0 2 47 466 12 PM 2 81 20 0 3 2 0 0 0 0 0 0 0 16 283 407 13:00 4 224 46 0 7 0 0 3 1 0 0 0 0 11 155 451 14:00 3 390 86 8 19 4 1 7 3 0 0 0 0 1 48 570 15:00 3 302 62 2 3 3 0 4 1 0 0 0 0 11 173 564 16:00 1 174 32 1 8 4 1 1 0 0 0 0 0 14 241 477 17:00 2 409 82 1 8 1 0 1 0 0 0 0 0 1 61 566 18:00 2 333 55 0 13 0 0 1 1 2 0 0 0 0 24 431 19:00 2 192 26 0 5 0 0 0 0 0 0 0 0 0 5 230 20:00 0 121 14 1 2 0 0 0 1 1 0 0 0 0 7 147 21:00 0 82 9 0 2 0 0 0 2 0 0 0 0 0 0 95 22:00 0 56 11 0 0 1 0 0 0 0 0 0 0 0 2 70 23:00 0 28 8 1 1 0 0 0 1 0 0 0 0 0 0 39 Total 31 4130 977 51 173 38 6 39 34 6 3 0 0 62 1317 6867 Percent 0.5% 60.1% 14.2% 0.7% 2.5% 0.6% 0.1% 0.6% 0.5% 0.1% 0.0% 0.0% 0.0% 0.9% 19.2% Page 3

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Northbound Start Cars 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Motor Trailer Long Buses 6 Tire Single Single Doubl Doubl Doubl Multi Multi Multi Bicycl Class Total 11/13/1 4 0 12 5 0 0 1 0 0 0 0 0 0 0 0 0 18 01:00 0 2 1 0 0 0 0 0 3 0 0 0 0 0 1 7 02:00 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 8 0 0 1 0 0 0 4 0 0 0 0 0 2 15 04:00 0 10 2 0 0 0 0 0 3 1 0 0 0 0 1 17 05:00 0 45 17 1 2 0 1 0 2 0 0 0 0 0 3 71 06:00 0 130 43 5 13 2 0 1 2 0 0 0 0 0 8 204 07:00 0 252 97 9 23 4 2 6 4 3 0 0 0 0 33 433 08:00 1 355 109 5 18 6 4 9 3 1 0 0 0 1 48 560 09:00 2 343 59 6 19 3 1 9 2 1 0 0 0 3 38 486 10:00 3 339 104 1 24 1 1 8 6 0 0 0 0 4 44 535 11:00 0 378 72 2 18 1 0 6 6 0 0 1 0 1 39 524 12 PM 0 376 76 5 21 6 1 7 3 0 0 1 0 2 57 555 13:00 2 344 87 7 14 6 1 6 1 1 0 0 0 1 62 532 14:00 2 278 58 2 13 8 0 3 2 0 0 0 0 9 153 528 15:00 4 363 77 3 12 4 0 5 2 0 0 0 2 3 155 630 16:00 1 445 116 3 18 2 1 9 0 1 1 0 0 0 54 651 17:00 5 424 94 0 10 2 0 2 1 0 0 0 1 4 51 594 18:00 1 303 47 0 10 1 0 1 1 0 0 0 0 0 26 390 19:00 0 172 38 0 7 0 0 0 0 0 0 0 0 1 14 232 20:00 1 113 20 1 7 1 0 0 1 0 0 0 0 3 18 165 21:00 2 85 16 0 2 0 0 0 1 0 0 0 0 3 13 122 22:00 3 56 16 0 3 0 0 1 2 0 0 0 0 1 10 92 23:00 2 25 9 0 0 0 0 0 0 0 0 0 0 2 6 44 Total 29 4860 1163 51 235 48 12 73 49 8 1 2 3 38 836 7408 Percent 0.4% 65.6% 15.7% 0.7% 3.2% 0.6% 0.2% 1.0% 0.7% 0.1% 0.0% 0.0% 0.0% 0.5% 11.3% Total 60 8990 2140 102 408 86 18 112 83 14 4 2 3 100 2153 14275 Percent 0.4% 63.0% 15.0% 0.7% 2.9% 0.6% 0.1% 0.8% 0.6% 0.1% 0.0% 0.0% 0.0% 0.7% 15.1% Page 4

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound, Northbound Start Cars 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Motor Trailer Long Buses 6 Tire Single Single Doubl Doubl Doubl Multi Multi Multi Bicycl Class Total 11/12/1 4 1 30 10 0 1 1 0 0 4 0 0 0 0 0 0 47 01:00 0 18 3 2 0 0 0 0 3 1 0 0 0 0 1 28 02:00 0 13 2 1 0 0 0 0 1 0 0 0 0 0 0 17 03:00 0 10 3 0 1 1 0 0 2 0 0 0 0 0 0 17 04:00 0 28 18 0 4 0 0 1 3 0 0 0 0 0 1 55 05:00 0 101 46 2 9 2 0 1 3 0 0 0 0 1 1 166 06:00 1 266 122 4 25 4 1 6 8 2 0 0 0 3 21 463 07:00 6 535 196 18 39 13 1 11 7 0 2 1 0 7 82 918 08:00 4 645 206 18 39 9 1 6 8 0 0 0 0 2 116 1054 09:00 3 593 168 5 31 11 2 8 7 1 0 0 1 4 129 963 10:00 1 654 156 12 27 12 0 10 4 0 1 1 1 6 80 965 11:00 6 657 151 11 35 9 1 10 4 2 1 0 1 5 80 973 12 PM 3 393 69 6 15 5 0 2 1 0 1 0 1 17 351 864 13:00 6 611 126 4 20 1 2 7 1 0 0 0 0 15 208 1001 14:00 4 839 160 9 37 9 1 18 5 2 0 0 0 2 83 1169 15:00 9 677 124 8 15 6 0 5 5 0 0 0 0 14 245 1108 16:00 3 544 99 2 18 12 1 9 0 0 0 0 1 17 319 1025 17:00 8 805 143 3 17 6 0 5 2 1 0 0 0 4 135 1129 18:00 3 631 95 1 15 1 1 3 1 3 0 0 0 0 40 794 19:00 3 388 53 0 11 1 1 1 1 0 1 0 0 1 10 471 20:00 1 284 38 1 9 1 0 1 2 1 0 0 0 0 14 352 21:00 0 188 24 0 6 0 0 0 2 0 0 0 0 0 1 221 22:00 0 134 19 0 0 1 0 1 0 0 0 0 0 0 3 158 23:00 0 63 17 2 2 0 0 0 2 2 0 0 0 0 0 88 Total 62 9107 2048 109 376 105 12 105 76 15 6 2 5 98 1920 14046 Percent 0.4% 64.8% 14.6% 0.8% 2.7% 0.7% 0.1% 0.7% 0.5% 0.1% 0.0% 0.0% 0.0% 0.7% 13.7% Page 5

Location: South Main (Route 7) PO Box 468 Location: North of Route 41 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Southbound, Northbound Start Cars 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Motor Trailer Long Buses 6 Tire Single Single Doubl Doubl Doubl Multi Multi Multi Bicycl Class Total 11/13/1 4 0 32 6 0 0 1 0 0 3 0 0 0 0 0 0 42 01:00 0 8 2 0 0 0 0 0 7 1 0 0 0 0 1 19 02:00 0 5 0 1 0 0 0 0 1 0 0 0 0 0 0 7 03:00 0 18 4 0 2 0 0 0 5 0 0 0 0 0 2 31 04:00 0 30 16 1 0 0 0 0 7 1 0 0 0 0 1 56 05:00 0 94 44 4 6 1 1 0 6 0 0 0 0 0 4 160 06:00 3 285 117 7 28 5 0 3 6 1 0 0 0 1 15 471 07:00 3 591 195 19 43 7 3 14 9 3 0 0 0 2 49 938 08:00 5 673 200 15 30 11 6 15 7 1 0 0 0 2 71 1036 09:00 5 644 147 9 45 12 1 11 10 2 0 0 1 5 63 955 10:00 10 663 197 4 46 5 1 13 10 1 0 0 0 6 74 1030 11:00 0 739 151 9 45 2 0 10 8 0 0 2 0 1 72 1039 12 PM 3 751 165 10 38 12 1 18 6 0 0 1 0 3 106 1114 13:00 4 724 169 8 26 9 1 12 4 1 0 0 2 2 98 1060 14:00 3 698 127 4 32 15 1 6 3 0 0 0 0 10 212 1111 15:00 9 732 157 9 30 11 3 10 4 2 0 0 2 8 245 1222 16:00 3 908 209 5 29 9 1 15 1 2 1 0 0 2 102 1287 17:00 9 824 153 2 17 8 0 8 2 1 0 1 1 6 113 1145 18:00 3 588 97 1 12 4 0 3 2 1 0 0 0 3 56 770 19:00 2 374 71 0 9 1 0 0 1 0 0 0 0 1 24 483 20:00 1 301 47 1 14 2 0 2 2 0 0 0 0 3 24 397 21:00 3 243 35 0 6 0 0 1 1 0 0 0 0 3 17 309 22:00 3 138 30 0 5 0 0 1 2 0 0 0 0 1 12 192 23:00 2 76 20 0 1 0 0 0 1 0 0 0 0 2 7 109 Total 71 10139 2359 109 464 115 19 142 108 17 1 4 6 61 1368 14983 Percent 0.5% 67.7% 15.7% 0.7% 3.1% 0.8% 0.1% 0.9% 0.7% 0.1% 0.0% 0.0% 0.0% 0.4% 9.1% Total 133 19246 4407 218 840 220 31 247 184 32 7 6 11 159 3288 29029 Percent 0.5% 66.3% 15.2% 0.8% 2.9% 0.8% 0.1% 0.9% 0.6% 0.1% 0.0% 0.0% 0.0% 0.5% 11.3% Page 6

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Start 12-Nov-14 Westbound Eastbound Combined 13-Nov Westbound Eastbound Combined Time Wed A.M. P.M. A.M. P.M. A.M. P.M. Thu A.M. P.M. A.M. P.M. A.M. P.M. 12:00 2 65 2 54 4 119 2 53 3 39 5 92 12:15 1 57 2 55 3 112 1 61 1 65 2 126 12:30 0 53 1 63 1 116 3 62 2 56 5 118 12:45 1 58 2 41 3 99 2 56 0 41 2 97 01:00 1 68 1 48 2 116 2 57 0 65 2 122 01:15 1 53 0 54 1 107 0 45 0 56 0 101 01:30 0 57 3 49 3 106 0 44 2 61 2 105 01:45 0 45 1 32 1 77 1 53 0 70 1 123 02:00 1 50 3 43 4 93 1 44 0 42 1 86 02:15 0 40 0 43 0 83 1 51 0 51 1 102 02:30 1 53 0 47 1 100 3 51 0 50 3 101 02:45 1 80 1 55 2 135 1 61 0 65 1 126 03:00 3 49 0 60 3 109 2 75 0 69 2 144 03:15 0 60 0 55 0 115 0 67 0 65 0 132 03:30 0 47 1 55 1 102 2 59 3 61 5 120 03:45 2 64 0 65 2 129 1 59 3 69 4 128 04:00 2 68 1 54 3 122 0 50 0 57 0 107 04:15 2 69 2 64 4 133 2 54 1 72 3 126 04:30 3 61 4 57 7 118 2 65 0 64 2 129 04:45 1 74 5 55 6 129 2 56 6 47 8 103 05:00 2 45 3 45 5 90 4 66 2 52 6 118 05:15 10 47 5 61 15 108 6 44 2 54 8 98 05:30 9 61 1 39 10 100 3 45 7 51 10 96 05:45 6 51 8 37 14 88 8 46 12 45 20 91 06:00 13 39 10 38 23 77 11 36 8 44 19 80 06:15 14 44 11 44 25 88 13 29 13 38 26 67 06:30 23 31 16 32 39 63 17 34 20 39 37 73 06:45 26 44 29 35 55 79 33 29 17 27 50 56 07:00 18 21 19 26 37 47 21 24 30 21 51 45 07:15 37 27 40 10 77 37 44 19 40 20 84 39 07:30 42 18 37 20 79 38 34 20 38 19 72 39 07:45 59 26 46 18 105 44 53 14 42 9 95 23 08:00 59 24 52 18 111 42 64 24 53 16 117 40 08:15 55 26 58 10 113 36 51 25 67 6 118 31 08:30 31 23 72 15 103 38 39 30 53 5 92 35 08:45 50 15 67 17 117 32 44 23 71 7 115 30 09:00 54 17 52 7 106 24 55 29 60 0 115 29 09:15 52 10 46 4 98 14 46 29 44 0 90 29 09:30 41 11 50 6 91 17 36 31 51 0 87 31 09:45 41 11 54 11 95 22 50 16 54 0 104 16 10:00 44 6 44 13 88 19 41 25 54 0 95 25 10:15 52 8 42 3 94 11 45 18 51 0 96 18 10:30 39 12 67 4 106 16 42 21 59 0 101 21 10:45 38 4 49 2 87 6 59 10 53 0 112 10 11:00 53 5 59 6 112 11 43 15 59 0 102 15 11:15 41 4 46 5 87 9 46 9 60 0 106 9 11:30 51 4 49 2 100 6 41 3 50 0 91 3 11:45 40 7 54 2 94 9 47 3 71 0 118 3 Total 1022 1812 1115 1579 2137 3391 1024 1840 1162 1618 2186 3458 Day Total 2834 2694 5528 2864 2780 5644 % Total 18.5% 32.8% 20.2% 28.6% 18.1% 32.6% 20.6% 28.7% Peak - 07:30 04:00 08:00 03:45 08:00 03:45-07:45 02:45 08:15 03:00 08:00 03:00 Vol. - 215 272 249 240 444 502-207 262 251 264 442 524 P.H.F. 0.911 0.919 0.865 0.923 0.949 0.944 0.809 0.873 0.884 0.957 0.936 0.910 ADT ADT 5,585 AADT 5,585 Page 1

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 0 0 0 1 3 0 0 0 0 0 0 0 0 0 4 34 34 01:00 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 29 29 02:00 0 0 0 1 1 1 0 0 0 0 0 0 0 0 3 37 39 03:00 0 0 1 1 1 2 0 0 0 0 0 0 0 0 5 38 39 04:00 0 0 1 2 2 3 0 0 0 0 0 0 0 0 8 38 39 05:00 0 2 3 8 9 5 0 0 0 0 0 0 0 0 27 35 38 06:00 2 2 15 17 22 15 2 1 0 0 0 0 0 0 76 37 39 07:00 8 7 28 38 50 24 1 0 0 0 0 0 0 0 156 35 38 08:00 10 11 32 50 58 32 2 0 0 0 0 0 0 0 195 35 38 09:00 13 9 43 41 61 18 2 1 0 0 0 0 0 0 188 34 38 10:00 7 16 22 51 58 18 1 0 0 0 0 0 0 0 173 34 37 11:00 11 14 33 53 55 17 2 0 0 0 0 0 0 0 185 34 37 12 PM 21 35 45 66 51 14 1 0 0 0 0 0 0 0 233 33 36 13:00 26 15 42 70 53 14 2 1 0 0 0 0 0 0 223 33 37 14:00 5 19 36 57 72 32 2 0 0 0 0 0 0 0 223 35 38 15:00 16 20 26 64 71 20 3 0 0 0 0 0 0 0 220 34 38 16:00 26 12 34 87 76 30 6 1 0 0 0 0 0 0 272 34 38 17:00 13 8 17 67 83 15 1 0 0 0 0 0 0 0 204 34 36 18:00 5 2 4 52 76 16 3 0 0 0 0 0 0 0 158 34 38 19:00 2 6 10 23 37 12 2 0 0 0 0 0 0 0 92 35 38 20:00 3 1 4 24 36 16 3 1 0 0 0 0 0 0 88 37 39 21:00 0 0 0 14 24 10 1 0 0 0 0 0 0 0 49 36 39 22:00 0 0 0 4 14 10 2 0 0 0 0 0 0 0 30 38 41 23:00 2 0 0 5 8 3 2 0 0 0 0 0 0 0 20 38 42 Total 170 179 396 798 921 327 38 5 0 0 0 0 0 0 2834 Percent 6.0% 6.3% 14.0% 28.2% 32.5% 11.5% 1.3% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 09:00 10:00 09:00 11:00 09:00 08:00 06:00 06:00 08:00 Vol. 13 16 43 53 61 32 2 1 195 PM Peak 13:00 12:00 12:00 16:00 17:00 14:00 16:00 13:00 16:00 Vol. 26 35 45 87 83 32 6 1 272 Page 1

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 1 0 0 2 3 1 1 0 0 0 0 0 0 0 8 38 42 01:00 1 0 0 0 0 2 0 0 0 0 0 0 0 0 3 38 39 02:00 0 2 0 2 1 1 0 0 0 0 0 0 0 0 6 35 38 03:00 0 1 2 0 2 0 0 0 0 0 0 0 0 0 5 33 34 04:00 0 1 0 1 2 1 1 0 0 0 0 0 0 0 6 40 43 05:00 0 0 1 7 8 4 1 0 0 0 0 0 0 0 21 37 39 06:00 2 1 8 19 27 16 1 0 0 0 0 0 0 0 74 36 39 07:00 7 6 26 31 60 19 3 0 0 0 0 0 0 0 152 34 38 08:00 7 10 42 44 62 32 1 0 0 0 0 0 0 0 198 35 38 09:00 11 4 33 36 69 29 4 1 0 0 0 0 0 0 187 36 39 10:00 13 11 18 42 68 28 7 0 0 0 0 0 0 0 187 36 39 11:00 17 12 22 45 52 28 1 0 0 0 0 0 0 0 177 35 38 12 PM 11 22 41 56 70 31 0 1 0 0 0 0 0 0 232 34 38 13:00 9 19 30 53 65 21 2 0 0 0 0 0 0 0 199 34 38 14:00 11 9 34 67 62 23 1 0 0 0 0 0 0 0 207 34 37 15:00 21 15 42 80 80 22 0 0 0 0 0 0 0 0 260 33 37 16:00 18 11 17 45 92 39 3 0 0 0 0 0 0 0 225 36 38 17:00 12 12 13 52 85 25 1 1 0 0 0 0 0 0 201 34 38 18:00 4 4 10 31 51 24 4 0 0 0 0 0 0 0 128 36 39 19:00 3 1 3 17 44 8 1 0 0 0 0 0 0 0 77 34 38 20:00 22 1 2 31 36 9 1 0 0 0 0 0 0 0 102 34 37 21:00 103 0 0 1 0 1 0 0 0 0 0 0 0 0 105 12 14 22:00 74 0 0 0 0 0 0 0 0 0 0 0 0 0 74 12 14 23:00 30 0 0 0 0 0 0 0 0 0 0 0 0 0 30 12 14 Total 377 142 344 662 939 364 33 3 0 0 0 0 0 0 2864 Percent 13.2% 5.0% 12.0% 23.1% 32.8% 12.7% 1.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 11:00 08:00 11:00 09:00 08:00 10:00 09:00 08:00 Vol. 17 12 42 45 69 32 7 1 198 PM Peak 21:00 12:00 15:00 15:00 16:00 16:00 18:00 12:00 15:00 Vol. 103 22 42 80 92 39 4 1 260 Total 547 321 740 1460 1860 691 71 8 0 0 0 0 0 0 5698 Percent 9.6% 5.6% 13.0% 25.6% 32.6% 12.1% 1.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 19 MPH 50th Percentile : 29 MPH 85th Percentile : 34 MPH 95th Percentile : 38 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 3320 Percent in Pace : 58.3% Number of Vehicles > 40 MPH : 79 Percent of Vehicles > 40 MPH : 1.4% Mean Speed(Average) : 28 MPH Page 2

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 1 1 1 2 2 0 0 0 0 0 0 0 0 0 7 32 34 01:00 0 0 0 3 2 0 0 0 0 0 0 0 0 0 5 33 34 02:00 0 1 1 0 2 0 0 0 0 0 0 0 0 0 4 33 34 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 24 24 04:00 1 0 6 2 3 0 0 0 0 0 0 0 0 0 12 32 34 05:00 0 1 5 3 5 3 0 0 0 0 0 0 0 0 17 35 38 06:00 1 2 14 31 15 3 0 0 0 0 0 0 0 0 66 32 34 07:00 8 14 27 55 35 2 1 0 0 0 0 0 0 0 142 32 34 08:00 23 24 57 100 39 4 2 0 0 0 0 0 0 0 249 30 34 09:00 15 33 50 66 33 4 1 0 0 0 0 0 0 0 202 31 34 10:00 16 29 50 83 19 5 0 0 0 0 0 0 0 0 202 29 33 11:00 16 29 52 74 36 1 0 0 0 0 0 0 0 0 208 30 33 12 PM 62 62 57 23 8 1 0 0 0 0 0 0 0 0 213 25 29 13:00 42 39 45 44 10 3 0 0 0 0 0 0 0 0 183 28 31 14:00 16 23 50 74 23 2 0 0 0 0 0 0 0 0 188 29 33 15:00 34 27 69 64 34 7 0 0 0 0 0 0 0 0 235 30 34 16:00 52 35 60 57 24 1 1 0 0 0 0 0 0 0 230 29 33 17:00 18 23 49 73 18 0 1 0 0 0 0 0 0 0 182 29 32 18:00 4 8 36 58 38 5 0 0 0 0 0 0 0 0 149 32 34 19:00 0 6 14 38 16 0 0 0 0 0 0 0 0 0 74 31 33 20:00 4 2 6 30 16 2 0 0 0 0 0 0 0 0 60 32 34 21:00 0 0 2 15 10 1 0 0 0 0 0 0 0 0 28 33 34 22:00 1 1 4 7 7 1 1 0 0 0 0 0 0 0 22 34 39 23:00 0 0 1 6 6 2 0 0 0 0 0 0 0 0 15 34 38 Total 314 360 657 908 401 47 7 0 0 0 0 0 0 0 2694 Percent 11.7% 13.4% 24.4% 33.7% 14.9% 1.7% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 09:00 08:00 08:00 08:00 10:00 08:00 08:00 Vol. 23 33 57 100 39 5 2 249 PM Peak 12:00 12:00 15:00 14:00 18:00 15:00 16:00 15:00 Vol. 62 62 69 74 38 7 1 235 Page 3

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 1 0 2 2 0 0 1 0 0 0 0 0 0 0 6 40 43 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 19 19 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 03:00 0 1 2 1 1 1 0 0 0 0 0 0 0 0 6 35 38 04:00 0 2 3 1 0 1 0 0 0 0 0 0 0 0 7 29 38 05:00 1 2 8 9 2 1 0 0 0 0 0 0 0 0 23 29 34 06:00 1 6 6 25 17 3 0 0 0 0 0 0 0 0 58 33 35 07:00 8 11 27 59 41 4 0 0 0 0 0 0 0 0 150 32 34 08:00 13 38 60 84 41 7 1 0 0 0 0 0 0 0 244 31 34 09:00 22 28 43 71 40 5 0 0 0 0 0 0 0 0 209 31 34 10:00 24 29 59 73 24 7 1 0 0 0 0 0 0 0 217 29 34 11:00 29 35 64 72 36 3 1 0 0 0 0 0 0 0 240 30 33 12 PM 18 46 47 59 26 5 0 0 0 0 0 0 0 0 201 30 34 13:00 23 28 67 98 34 2 0 0 0 0 0 0 0 0 252 29 33 14:00 19 26 55 67 37 4 0 0 0 0 0 0 0 0 208 31 34 15:00 40 57 71 64 28 4 0 0 0 0 0 0 0 0 264 29 33 16:00 28 34 64 67 41 5 1 0 0 0 0 0 0 0 240 31 34 17:00 12 12 57 83 30 8 0 0 0 0 0 0 0 0 202 31 34 18:00 4 7 27 79 29 2 0 0 0 0 0 0 0 0 148 31 34 19:00 8 3 12 32 13 1 0 0 0 0 0 0 0 0 69 31 34 20:00 1 2 6 20 5 0 0 0 0 0 0 0 0 0 34 29 33 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * * Total 252 369 680 966 445 63 5 0 0 0 0 0 0 0 2780 Percent 9.1% 13.3% 24.5% 34.7% 16.0% 2.3% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 11:00 08:00 07:00 08:00 00:00 08:00 Vol. 29 38 64 84 41 7 1 244 PM Peak 15:00 15:00 15:00 13:00 16:00 17:00 16:00 15:00 Vol. 40 57 71 98 41 8 1 264 Total 566 729 1337 1874 846 110 12 0 0 0 0 0 0 0 5474 Percent 10.3% 13.3% 24.4% 34.2% 15.5% 2.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 16 MPH 50th Percentile : 25 MPH 85th Percentile : 30 MPH 95th Percentile : 34 MPH Stats 10 MPH Pace Speed : 21-30 MPH Number in Pace : 3211 Percent in Pace : 58.7% Number of Vehicles > 40 MPH : 12 Percent of Vehicles > 40 MPH : 0.2% Mean Speed(Average) : 24 MPH Page 4

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound, Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/12/14 1 1 1 3 5 0 0 0 0 0 0 0 0 0 11 33 34 01:00 0 0 0 5 2 0 0 0 0 0 0 0 0 0 7 32 34 02:00 0 1 1 1 3 1 0 0 0 0 0 0 0 0 7 34 38 03:00 0 0 2 1 1 2 0 0 0 0 0 0 0 0 6 37 39 04:00 1 0 7 4 5 3 0 0 0 0 0 0 0 0 20 35 38 05:00 0 3 8 11 14 8 0 0 0 0 0 0 0 0 44 35 38 06:00 3 4 29 48 37 18 2 1 0 0 0 0 0 0 142 34 38 07:00 16 21 55 93 85 26 2 0 0 0 0 0 0 0 298 34 37 08:00 33 35 89 150 97 36 4 0 0 0 0 0 0 0 444 33 37 09:00 28 42 93 107 94 22 3 1 0 0 0 0 0 0 390 33 36 10:00 23 45 72 134 77 23 1 0 0 0 0 0 0 0 375 32 36 11:00 27 43 85 127 91 18 2 0 0 0 0 0 0 0 393 32 35 12 PM 83 97 102 89 59 15 1 0 0 0 0 0 0 0 446 30 34 13:00 68 54 87 114 63 17 2 1 0 0 0 0 0 0 406 31 34 14:00 21 42 86 131 95 34 2 0 0 0 0 0 0 0 411 33 37 15:00 50 47 95 128 105 27 3 0 0 0 0 0 0 0 455 33 36 16:00 78 47 94 144 100 31 7 1 0 0 0 0 0 0 502 33 37 17:00 31 31 66 140 101 15 2 0 0 0 0 0 0 0 386 32 34 18:00 9 10 40 110 114 21 3 0 0 0 0 0 0 0 307 34 37 19:00 2 12 24 61 53 12 2 0 0 0 0 0 0 0 166 33 37 20:00 7 3 10 54 52 18 3 1 0 0 0 0 0 0 148 34 39 21:00 0 0 2 29 34 11 1 0 0 0 0 0 0 0 77 35 38 22:00 1 1 4 11 21 11 3 0 0 0 0 0 0 0 52 37 40 23:00 2 0 1 11 14 5 2 0 0 0 0 0 0 0 35 36 40 Total 484 539 1053 1706 1322 374 45 5 0 0 0 0 0 0 5528 Percent 8.8% 9.8% 19.0% 30.9% 23.9% 6.8% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 08:00 10:00 09:00 08:00 08:00 08:00 08:00 06:00 08:00 Vol. 33 45 93 150 97 36 4 1 444 PM Peak 12:00 12:00 12:00 16:00 18:00 14:00 16:00 13:00 16:00 Vol. 83 97 102 144 114 34 7 1 502 Page 5

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound, Eastbound Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total Percent Percent 11/13/14 2 0 2 4 3 1 2 0 0 0 0 0 0 0 14 39 43 01:00 1 2 0 0 0 2 0 0 0 0 0 0 0 0 5 38 39 02:00 0 2 0 2 1 1 0 0 0 0 0 0 0 0 6 35 38 03:00 0 2 4 1 3 1 0 0 0 0 0 0 0 0 11 33 37 04:00 0 3 3 2 2 2 1 0 0 0 0 0 0 0 13 37 41 05:00 1 2 9 16 10 5 1 0 0 0 0 0 0 0 44 34 38 06:00 3 7 14 44 44 19 1 0 0 0 0 0 0 0 132 35 38 07:00 15 17 53 90 101 23 3 0 0 0 0 0 0 0 302 34 37 08:00 20 48 102 128 103 39 2 0 0 0 0 0 0 0 442 33 37 09:00 33 32 76 107 109 34 4 1 0 0 0 0 0 0 396 34 37 10:00 37 40 77 115 92 35 8 0 0 0 0 0 0 0 404 34 38 11:00 46 47 86 117 88 31 2 0 0 0 0 0 0 0 417 33 36 12 PM 29 68 88 115 96 36 0 1 0 0 0 0 0 0 433 33 37 13:00 32 47 97 151 99 23 2 0 0 0 0 0 0 0 451 32 35 14:00 30 35 89 134 99 27 1 0 0 0 0 0 0 0 415 33 36 15:00 61 72 113 144 108 26 0 0 0 0 0 0 0 0 524 32 34 16:00 46 45 81 112 133 44 4 0 0 0 0 0 0 0 465 34 37 17:00 24 24 70 135 115 33 1 1 0 0 0 0 0 0 403 33 37 18:00 8 11 37 110 80 26 4 0 0 0 0 0 0 0 276 34 38 19:00 11 4 15 49 57 9 1 0 0 0 0 0 0 0 146 33 36 20:00 23 3 8 51 41 9 1 0 0 0 0 0 0 0 136 33 36 21:00 103 0 0 1 0 1 0 0 0 0 0 0 0 0 105 12 14 22:00 74 0 0 0 0 0 0 0 0 0 0 0 0 0 74 12 14 23:00 30 0 0 0 0 0 0 0 0 0 0 0 0 0 30 12 14 Total 629 511 1024 1628 1384 427 38 3 0 0 0 0 0 0 5644 Percent 11.1% 9.1% 18.1% 28.8% 24.5% 7.6% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AM Peak 11:00 08:00 08:00 08:00 09:00 08:00 10:00 09:00 08:00 Vol. 46 48 102 128 109 39 8 1 442 PM Peak 21:00 15:00 15:00 13:00 16:00 16:00 16:00 12:00 15:00 Vol. 103 72 113 151 133 44 4 1 524 Total 1113 1050 2077 3334 2706 801 83 8 0 0 0 0 0 0 11172 Percent 10.0% 9.4% 18.6% 29.8% 24.2% 7.2% 0.7% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 17 MPH 50th Percentile : 27 MPH 85th Percentile : 33 MPH 95th Percentile : 37 MPH Stats 10 MPH Pace Speed : 26-35 MPH Number in Pace : 6040 Percent in Pace : 54.1% Number of Vehicles > 40 MPH : 91 Percent of Vehicles > 40 MPH : 0.8% Mean Speed(Average) : 26 MPH Page 6

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/12/14 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 01:00 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 3 1 0 0 0 0 0 1 0 0 0 0 0 5 04:00 0 2 3 0 2 0 0 1 0 0 0 0 0 0 8 05:00 1 15 7 1 1 2 0 0 0 0 0 0 0 0 27 06:00 0 47 23 0 4 0 0 1 0 0 0 0 0 1 76 07:00 2 87 40 3 5 2 2 2 3 1 0 0 0 9 156 08:00 0 119 47 5 8 2 1 0 3 0 0 0 0 10 195 09:00 1 116 44 0 9 3 2 1 4 0 0 0 0 8 188 10:00 0 107 44 4 6 2 2 2 1 0 0 0 0 5 173 11:00 1 121 32 7 14 0 1 0 1 0 0 0 0 8 185 12 PM 6 146 45 4 10 4 1 1 0 0 0 0 0 16 233 13:00 1 141 48 1 5 3 3 1 2 0 0 0 0 18 223 14:00 6 148 40 4 10 3 3 1 2 0 0 0 0 6 223 15:00 4 154 42 1 4 3 0 1 1 0 0 0 0 10 220 16:00 1 180 52 2 15 1 0 2 3 0 0 0 0 16 272 17:00 2 152 28 1 9 1 1 1 0 0 0 0 0 9 204 18:00 1 128 21 2 1 0 0 0 1 0 0 0 0 4 158 19:00 1 74 9 1 2 2 0 1 1 0 0 0 0 1 92 20:00 1 69 11 0 6 0 0 0 0 0 0 0 0 1 88 21:00 0 40 8 0 1 0 0 0 0 0 0 0 0 0 49 22:00 0 27 3 0 0 0 0 0 0 0 0 0 0 0 30 23:00 0 12 3 1 1 0 0 0 1 0 0 0 0 2 20 Total 28 1894 554 37 113 28 16 15 24 1 0 0 0 124 2834 Percent 1.0% 66.8% 19.5% 1.3% 4.0% 1.0% 0.6% 0.5% 0.8% 0.0% 0.0% 0.0% 0.0% 4.4% AM Peak 07:00 11:00 08:00 11:00 11:00 09:00 07:00 07:00 09:00 07:00 08:00 Vol. 2 121 47 7 14 3 2 2 4 1 10 PM Peak 12:00 16:00 16:00 12:00 16:00 12:00 13:00 16:00 16:00 13:00 Vol. 6 180 52 4 15 4 3 2 3 18 Page 1

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/13/14 0 6 1 0 0 0 0 0 0 0 0 0 0 1 8 01:00 0 1 0 0 1 0 0 0 0 0 0 0 0 1 3 02:00 0 3 0 1 0 0 0 0 2 0 0 0 0 0 6 03:00 0 4 0 0 1 0 0 0 0 0 0 0 0 0 5 04:00 0 1 4 0 0 0 0 0 1 0 0 0 0 0 6 05:00 0 14 5 0 1 0 0 0 1 0 0 0 0 0 21 06:00 1 38 20 1 7 2 0 2 1 0 0 0 0 2 74 07:00 0 85 42 5 7 0 1 1 4 0 0 0 0 7 152 08:00 3 113 51 4 14 3 0 2 1 1 0 0 0 6 198 09:00 3 103 47 2 13 4 1 1 7 0 0 0 0 6 187 10:00 1 111 45 0 8 5 0 1 5 0 0 0 0 11 187 11:00 3 104 37 4 15 1 0 1 1 0 0 0 0 11 177 12 PM 3 156 47 2 7 4 1 2 4 0 0 0 0 6 232 13:00 0 144 35 1 5 1 1 2 3 1 0 0 0 6 199 14:00 0 151 34 2 7 3 1 1 1 0 0 0 0 7 207 15:00 1 190 33 2 11 2 1 1 5 0 0 0 0 14 260 16:00 0 167 36 0 3 2 0 2 1 0 0 0 0 14 225 17:00 2 163 23 1 4 4 0 0 1 0 0 0 0 3 201 18:00 1 97 19 1 5 1 0 0 0 0 0 0 0 4 128 19:00 1 59 15 0 0 0 0 0 0 0 0 0 0 2 77 20:00 0 67 12 1 1 0 0 1 0 0 0 0 0 20 102 21:00 0 2 0 0 0 0 0 0 0 0 0 0 0 103 105 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 74 74 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 30 30 Total 19 1779 506 27 110 32 6 17 38 2 0 0 0 328 2864 Percent 0.7% 62.1% 17.7% 0.9% 3.8% 1.1% 0.2% 0.6% 1.3% 0.1% 0.0% 0.0% 0.0% 11.5% AM Peak 08:00 08:00 08:00 07:00 11:00 10:00 07:00 06:00 09:00 08:00 10:00 Vol. 3 113 51 5 15 5 1 2 7 1 11 PM Peak 12:00 15:00 12:00 12:00 15:00 12:00 12:00 12:00 15:00 13:00 21:00 Vol. 3 190 47 2 11 4 1 2 5 1 103 Grand Total 47 3673 1060 64 223 60 22 32 62 3 0 0 0 452 5698 Percent 0.8% 64.5% 18.6% 1.1% 3.9% 1.1% 0.4% 0.6% 1.1% 0.1% 0.0% 0.0% 0.0% 7.9% Page 2

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Eastbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/12/14 0 6 1 0 0 0 0 0 0 0 0 0 0 0 7 01:00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 02:00 0 3 0 0 0 0 0 0 1 0 0 0 0 0 4 03:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 04:00 0 5 2 0 1 0 0 0 3 0 0 0 0 1 12 05:00 1 12 3 0 1 0 0 0 0 0 0 0 0 0 17 06:00 1 46 11 0 4 2 0 0 2 0 0 0 0 0 66 07:00 1 81 36 7 6 1 0 1 0 0 0 0 0 9 142 08:00 2 171 42 2 10 1 0 2 3 0 0 0 0 16 249 09:00 3 138 30 0 7 3 0 3 2 0 0 0 0 16 202 10:00 5 130 40 2 6 4 1 2 3 0 0 0 0 9 202 11:00 3 142 40 4 6 3 0 0 0 0 0 0 0 10 208 12 PM 11 134 32 0 8 5 1 0 2 0 0 0 0 20 213 13:00 1 113 31 2 3 4 0 0 3 1 0 0 0 25 183 14:00 0 135 28 2 7 2 0 1 1 0 0 0 0 12 188 15:00 5 156 35 3 7 5 0 0 1 0 0 0 0 23 235 16:00 5 155 34 2 7 2 0 0 1 1 0 0 0 23 230 17:00 1 137 29 0 6 0 0 2 2 0 0 0 0 5 182 18:00 2 117 22 0 5 1 0 0 0 0 0 0 0 2 149 19:00 1 62 9 1 1 0 0 0 0 0 0 0 0 0 74 20:00 0 47 8 0 1 0 0 0 0 0 0 0 0 4 60 21:00 0 27 1 0 0 0 0 0 0 0 0 0 0 0 28 22:00 0 19 2 0 0 0 0 0 0 0 0 0 0 1 22 23:00 0 13 2 0 0 0 0 0 0 0 0 0 0 0 15 Total 42 1854 438 25 86 33 2 11 25 2 0 0 0 176 2694 Percent 1.6% 68.8% 16.3% 0.9% 3.2% 1.2% 0.1% 0.4% 0.9% 0.1% 0.0% 0.0% 0.0% 6.5% AM Peak 10:00 08:00 08:00 07:00 08:00 10:00 10:00 09:00 04:00 08:00 Vol. 5 171 42 7 10 4 1 3 3 16 PM Peak 12:00 15:00 15:00 15:00 12:00 12:00 12:00 17:00 13:00 13:00 13:00 Vol. 11 156 35 3 8 5 1 2 3 1 25 Page 3

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Eastbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/13/14 0 3 2 0 0 1 0 0 0 0 0 0 0 0 6 01:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 1 3 1 0 0 1 0 0 0 0 0 0 0 0 6 04:00 2 3 0 0 0 2 0 0 0 0 0 0 0 0 7 05:00 2 11 3 0 1 2 0 1 2 0 0 0 0 1 23 06:00 1 38 11 1 3 3 0 0 0 0 0 0 0 1 58 07:00 1 95 32 3 7 1 0 2 1 0 0 0 0 8 150 08:00 4 151 56 2 4 6 1 3 7 2 0 0 0 8 244 09:00 3 149 21 4 5 5 0 3 0 1 0 0 0 18 209 10:00 1 135 41 1 16 4 0 1 3 1 0 0 0 14 217 11:00 2 180 29 2 7 5 0 2 5 0 0 0 0 8 240 12 PM 3 134 34 4 10 2 1 0 3 0 0 0 0 10 201 13:00 3 170 47 4 7 7 0 0 4 1 0 0 0 9 252 14:00 3 148 31 1 7 3 0 1 2 1 0 0 0 11 208 15:00 5 189 36 2 7 3 0 1 3 0 0 0 0 18 264 16:00 0 179 38 0 7 1 0 1 1 0 0 0 0 13 240 17:00 1 154 39 0 1 1 0 0 1 0 0 0 0 5 202 18:00 0 126 18 0 1 0 0 0 1 0 0 0 0 2 148 19:00 1 52 7 0 5 0 0 0 0 0 0 0 0 4 69 20:00 0 27 5 0 1 0 0 0 0 0 0 0 0 1 34 21:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 34 1947 451 24 89 48 2 15 33 6 0 0 0 131 2780 Percent 1.2% 70.0% 16.2% 0.9% 3.2% 1.7% 0.1% 0.5% 1.2% 0.2% 0.0% 0.0% 0.0% 4.7% AM Peak 08:00 11:00 08:00 09:00 10:00 08:00 08:00 08:00 08:00 08:00 09:00 Vol. 4 180 56 4 16 6 1 3 7 2 18 PM Peak 15:00 15:00 13:00 12:00 12:00 13:00 12:00 14:00 13:00 13:00 15:00 Vol. 5 189 47 4 10 7 1 1 4 1 18 Grand Total 76 3801 889 49 175 81 4 26 58 8 0 0 0 307 5474 Percent 1.4% 69.4% 16.2% 0.9% 3.2% 1.5% 0.1% 0.5% 1.1% 0.1% 0.0% 0.0% 0.0% 5.6% Page 4

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound, Eastbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/12/14 0 9 2 0 0 0 0 0 0 0 0 0 0 0 11 01:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 7 02:00 0 6 0 0 0 0 0 0 1 0 0 0 0 0 7 03:00 0 3 1 0 0 0 0 0 2 0 0 0 0 0 6 04:00 0 7 5 0 3 0 0 1 3 0 0 0 0 1 20 05:00 2 27 10 1 2 2 0 0 0 0 0 0 0 0 44 06:00 1 93 34 0 8 2 0 1 2 0 0 0 0 1 142 07:00 3 168 76 10 11 3 2 3 3 1 0 0 0 18 298 08:00 2 290 89 7 18 3 1 2 6 0 0 0 0 26 444 09:00 4 254 74 0 16 6 2 4 6 0 0 0 0 24 390 10:00 5 237 84 6 12 6 3 4 4 0 0 0 0 14 375 11:00 4 263 72 11 20 3 1 0 1 0 0 0 0 18 393 12 PM 17 280 77 4 18 9 2 1 2 0 0 0 0 36 446 13:00 2 254 79 3 8 7 3 1 5 1 0 0 0 43 406 14:00 6 283 68 6 17 5 3 2 3 0 0 0 0 18 411 15:00 9 310 77 4 11 8 0 1 2 0 0 0 0 33 455 16:00 6 335 86 4 22 3 0 2 4 1 0 0 0 39 502 17:00 3 289 57 1 15 1 1 3 2 0 0 0 0 14 386 18:00 3 245 43 2 6 1 0 0 1 0 0 0 0 6 307 19:00 2 136 18 2 3 2 0 1 1 0 0 0 0 1 166 20:00 1 116 19 0 7 0 0 0 0 0 0 0 0 5 148 21:00 0 67 9 0 1 0 0 0 0 0 0 0 0 0 77 22:00 0 46 5 0 0 0 0 0 0 0 0 0 0 1 52 23:00 0 25 5 1 1 0 0 0 1 0 0 0 0 2 35 Total 70 3748 992 62 199 61 18 26 49 3 0 0 0 300 5528 Percent 1.3% 67.8% 17.9% 1.1% 3.6% 1.1% 0.3% 0.5% 0.9% 0.1% 0.0% 0.0% 0.0% 5.4% AM Peak 10:00 08:00 08:00 11:00 11:00 09:00 10:00 09:00 08:00 07:00 08:00 Vol. 5 290 89 11 20 6 3 4 6 1 26 PM Peak 12:00 16:00 16:00 14:00 16:00 12:00 13:00 17:00 13:00 13:00 13:00 Vol. 17 335 86 6 22 9 3 3 5 1 43 Page 5

Location: Maple Ave (Route 41) PO Box 468 Location: West of Route 7 Belchertown, Massachusetts Location: Great Barrington, Massachusetts innovativedatallc.com or 1.413.668.5094 Client: Nitsch Enginering / S. Farr Westbound, Eastbound Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 11/13/14 0 9 3 0 0 1 0 0 0 0 0 0 0 1 14 01:00 1 1 0 0 1 1 0 0 0 0 0 0 0 1 5 02:00 0 3 0 1 0 0 0 0 2 0 0 0 0 0 6 03:00 1 7 1 0 1 1 0 0 0 0 0 0 0 0 11 04:00 2 4 4 0 0 2 0 0 1 0 0 0 0 0 13 05:00 2 25 8 0 2 2 0 1 3 0 0 0 0 1 44 06:00 2 76 31 2 10 5 0 2 1 0 0 0 0 3 132 07:00 1 180 74 8 14 1 1 3 5 0 0 0 0 15 302 08:00 7 264 107 6 18 9 1 5 8 3 0 0 0 14 442 09:00 6 252 68 6 18 9 1 4 7 1 0 0 0 24 396 10:00 2 246 86 1 24 9 0 2 8 1 0 0 0 25 404 11:00 5 284 66 6 22 6 0 3 6 0 0 0 0 19 417 12 PM 6 290 81 6 17 6 2 2 7 0 0 0 0 16 433 13:00 3 314 82 5 12 8 1 2 7 2 0 0 0 15 451 14:00 3 299 65 3 14 6 1 2 3 1 0 0 0 18 415 15:00 6 379 69 4 18 5 1 2 8 0 0 0 0 32 524 16:00 0 346 74 0 10 3 0 3 2 0 0 0 0 27 465 17:00 3 317 62 1 5 5 0 0 2 0 0 0 0 8 403 18:00 1 223 37 1 6 1 0 0 1 0 0 0 0 6 276 19:00 2 111 22 0 5 0 0 0 0 0 0 0 0 6 146 20:00 0 94 17 1 2 0 0 1 0 0 0 0 0 21 136 21:00 0 2 0 0 0 0 0 0 0 0 0 0 0 103 105 22:00 0 0 0 0 0 0 0 0 0 0 0 0 0 74 74 23:00 0 0 0 0 0 0 0 0 0 0 0 0 0 30 30 Total 53 3726 957 51 199 80 8 32 71 8 0 0 0 459 5644 Percent 0.9% 66.0% 17.0% 0.9% 3.5% 1.4% 0.1% 0.6% 1.3% 0.1% 0.0% 0.0% 0.0% 8.1% AM Peak 08:00 11:00 08:00 07:00 10:00 08:00 07:00 08:00 08:00 08:00 10:00 Vol. 7 284 107 8 24 9 1 5 8 3 25 PM Peak 12:00 15:00 13:00 12:00 15:00 13:00 12:00 16:00 15:00 13:00 21:00 Vol. 6 379 82 6 18 8 2 3 8 2 103 Grand Total 123 7474 1949 113 398 141 26 58 120 11 0 0 0 759 11172 Percent 1.1% 66.9% 17.4% 1.0% 3.6% 1.3% 0.2% 0.5% 1.1% 0.1% 0.0% 0.0% 0.0% 6.8% Page 6

PO Box 468 Belchertown, Massachusetts innovativedatall.com or 1.413.668.5094 N / S: South Main (Route 7) File Name : AM Peak - South Main @ Maple E / W: Maple Ave (Route 41) Site Code : 1 City, State: Great Barrington, MA Start Date : 11/12/2014 Client: Nitsch Engineering / S. Farr Page No : 1 Groups Printed- PCs and Peds - Heavy Vehicles - Bicycles Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 19 60 0 0 79 0 0 0 0 0 0 54 5 0 59 1 0 25 0 26 164 07:15 AM 44 90 0 0 134 0 0 0 0 0 0 65 1 0 66 1 0 34 0 35 235 07:30 AM 39 95 0 0 134 0 0 0 0 0 0 77 4 0 81 0 0 38 0 38 253 07:45 AM 66 102 0 0 168 0 0 0 0 0 0 105 4 0 109 5 0 44 0 49 326 Total 168 347 0 0 515 0 0 0 0 0 0 301 14 0 315 7 0 141 0 148 978 08:00 AM 49 95 0 0 144 0 0 0 0 0 0 87 5 0 92 3 0 46 0 49 285 08:15 AM 39 71 0 0 110 0 0 0 0 0 0 107 6 0 113 2 0 59 0 61 284 08:30 AM 34 68 0 0 102 0 0 0 0 0 0 103 6 0 109 12 0 54 0 66 277 08:45 AM 55 97 0 0 152 0 0 0 0 0 0 87 5 0 92 3 0 69 0 72 316 Total 177 331 0 0 508 0 0 0 0 0 0 384 22 0 406 20 0 228 0 248 1162 09:00 AM 50 77 0 0 127 0 0 0 0 0 0 87 8 0 95 4 0 42 0 46 268 09:15 AM 34 77 0 0 111 0 0 0 0 0 0 90 7 0 97 6 0 43 0 49 257 09:30 AM 41 78 0 0 119 0 0 0 0 0 0 75 4 0 79 5 0 42 0 47 245 09:45 AM 37 89 0 0 126 0 0 0 0 0 0 86 4 0 90 6 0 46 0 52 268 Total 162 321 0 0 483 0 0 0 0 0 0 338 23 0 361 21 0 173 0 194 1038 10:00 AM 44 83 0 0 127 0 0 0 0 0 0 102 2 0 104 11 0 31 0 42 273 10:15 AM 46 105 0 0 151 0 0 0 0 0 0 74 3 0 77 4 0 51 0 55 283 10:30 AM 36 80 0 0 116 0 0 0 0 0 0 83 5 0 88 8 0 42 0 50 254 10:45 AM 39 77 0 0 116 0 0 0 0 0 0 89 8 0 97 5 0 48 0 53 266 Total 165 345 0 0 510 0 0 0 0 0 0 348 18 0 366 28 0 172 0 200 1076 Grand Total 672 1344 0 0 2016 0 0 0 0 0 0 1371 77 0 1448 76 0 714 0 790 4254 Apprch % 33.3 66.7 0 0 0 0 0 0 0 94.7 5.3 0 9.6 0 90.4 0 Total % 15.8 31.6 0 0 47.4 0 0 0 0 0 0 32.2 1.8 0 34 1.8 0 16.8 0 18.6 PCs and Peds 654 1290 0 0 1944 0 0 0 0 0 0 1311 55 0 1366 54 0 694 0 748 4058 % PCs and Peds 97.3 96 0 0 96.4 0 0 0 0 0 0 95.6 71.4 0 94.3 71.1 0 97.2 0 94.7 95.4 Heavy Vehicles 14 53 0 0 67 0 0 0 0 0 0 59 22 0 81 22 0 19 0 41 189 % Heavy Vehicles 2.1 3.9 0 0 3.3 0 0 0 0 0 0 4.3 28.6 0 5.6 28.9 0 2.7 0 5.2 4.4 Bicycles 4 1 0 0 5 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 7 % Bicycles 0.6 0.1 0 0 0.2 0 0 0 0 0 0 0.1 0 0 0.1 0 0 0.1 0 0.1 0.2 Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 66 102 0 0 168 0 0 0 0 0 0 105 4 0 109 5 0 44 0 49 326 08:00 AM 49 95 0 0 144 0 0 0 0 0 0 87 5 0 92 3 0 46 0 49 285 08:15 AM 39 71 0 0 110 0 0 0 0 0 0 107 6 0 113 2 0 59 0 61 284 08:30 AM 34 68 0 0 102 0 0 0 0 0 0 103 6 0 109 12 0 54 0 66 277 Total Volume 188 336 0 0 524 0 0 0 0 0 0 402 21 0 423 22 0 203 0 225 1172 % App. Total 35.9 64.1 0 0 0 0 0 0 0 95 5 0 9.8 0 90.2 0 PHF.712.824.000.000.780.000.000.000.000.000.000.939.875.000.936.458.000.860.000.852.899

PO Box 468 Belchertown, Massachusetts innovativedatall.com or 1.413.668.5094 N / S: South Main (Route 7) File Name : AM Peak - South Main @ Maple E / W: Maple Ave (Route 41) Site Code : 1 City, State: Great Barrington, MA Start Date : 11/12/2014 Client: Nitsch Engineering / S. Farr Page No : 1 Groups Printed- Heavy Vehicles Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 2 0 0 3 0 0 0 0 0 0 4 2 0 6 0 0 0 0 0 9 07:15 AM 0 6 0 0 6 0 0 0 0 0 0 5 0 0 5 1 0 4 0 5 16 07:30 AM 0 2 0 0 2 0 0 0 0 0 0 6 2 0 8 0 0 1 0 1 11 07:45 AM 3 5 0 0 8 0 0 0 0 0 0 4 3 0 7 3 0 2 0 5 20 Total 4 15 0 0 19 0 0 0 0 0 0 19 7 0 26 4 0 7 0 11 56 08:00 AM 0 6 0 0 6 0 0 0 0 0 0 3 1 0 4 1 0 1 0 2 12 08:15 AM 1 0 0 0 1 0 0 0 0 0 0 5 3 0 8 0 0 0 0 0 9 08:30 AM 1 1 0 0 2 0 0 0 0 0 0 4 1 0 5 4 0 1 0 5 12 08:45 AM 2 6 0 0 8 0 0 0 0 0 0 5 1 0 6 0 0 2 0 2 16 Total 4 13 0 0 17 0 0 0 0 0 0 17 6 0 23 5 0 4 0 9 49 09:00 AM 1 3 0 0 4 0 0 0 0 0 0 2 1 0 3 3 0 2 0 5 12 09:15 AM 2 4 0 0 6 0 0 0 0 0 0 6 0 0 6 2 0 0 0 2 14 09:30 AM 0 2 0 0 2 0 0 0 0 0 0 2 3 0 5 0 0 2 0 2 9 09:45 AM 0 3 0 0 3 0 0 0 0 0 0 4 1 0 5 1 0 1 0 2 10 Total 3 12 0 0 15 0 0 0 0 0 0 14 5 0 19 6 0 5 0 11 45 10:00 AM 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 2 0 1 0 3 9 10:15 AM 1 5 0 0 6 0 0 0 0 0 0 3 1 0 4 2 0 1 0 3 13 10:30 AM 1 3 0 0 4 0 0 0 0 0 0 2 2 0 4 3 0 0 0 3 11 10:45 AM 0 2 0 0 2 0 0 0 0 0 0 2 1 0 3 0 0 1 0 1 6 Total 3 13 0 0 16 0 0 0 0 0 0 9 4 0 13 7 0 3 0 10 39 Grand Total 14 53 0 0 67 0 0 0 0 0 0 59 22 0 81 22 0 19 0 41 189 Apprch % 20.9 79.1 0 0 0 0 0 0 0 72.8 27.2 0 53.7 0 46.3 0 Total % 7.4 28 0 0 35.4 0 0 0 0 0 0 31.2 11.6 0 42.9 11.6 0 10.1 0 21.7 Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 6 0 0 6 0 0 0 0 0 0 5 0 0 5 1 0 4 0 5 16 07:30 AM 0 2 0 0 2 0 0 0 0 0 0 6 2 0 8 0 0 1 0 1 11 07:45 AM 3 5 0 0 8 0 0 0 0 0 0 4 3 0 7 3 0 2 0 5 20 08:00 AM 0 6 0 0 6 0 0 0 0 0 0 3 1 0 4 1 0 1 0 2 12 Total Volume 3 19 0 0 22 0 0 0 0 0 0 18 6 0 24 5 0 8 0 13 59 % App. Total 13.6 86.4 0 0 0 0 0 0 0 75 25 0 38.5 0 61.5 0 PHF.250.792.000.000.688.000.000.000.000.000.000.750.500.000.750.417.000.500.000.650.738

PO Box 468 Belchertown, Massachusetts innovativedatall.com or 1.413.668.5094 N / S: South Main (Route 7) File Name : PM Peak - South Main @ Maple E / W: Maple Ave (Route 41) Site Code : 2 City, State: Great Barrington, MA Start Date : 11/12/2014 Client: Nitsch Engineering / S. Farr Page No : 1 Groups Printed- PCs and Peds - Heavy Vehicles - Bicycles Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 03:00 PM 43 89 0 0 132 0 0 0 0 0 0 112 15 0 127 6 0 58 0 64 323 03:15 PM 52 116 0 0 168 0 0 0 0 0 0 124 5 0 129 4 0 48 0 52 349 03:30 PM 47 105 0 1 153 0 0 0 0 0 0 106 11 0 117 7 0 51 0 58 328 03:45 PM 51 124 0 0 175 0 0 0 0 0 0 105 10 0 115 8 0 43 0 51 341 Total 193 434 0 1 628 0 0 0 0 0 0 447 41 0 488 25 0 200 0 225 1341 04:00 PM 47 107 0 0 154 0 0 0 0 0 0 88 19 0 107 7 0 51 0 58 319 04:15 PM 56 120 0 0 176 0 0 0 0 0 0 88 21 0 109 3 0 50 0 53 338 04:30 PM 59 110 0 0 169 0 0 0 0 0 0 108 7 0 115 4 0 54 0 58 342 04:45 PM 46 120 0 0 166 0 0 0 0 0 0 117 8 0 125 7 0 50 0 57 348 Total 208 457 0 0 665 0 0 0 0 0 0 401 55 0 456 21 0 205 0 226 1347 05:00 PM 37 131 0 0 168 0 0 0 0 0 0 117 7 0 124 1 0 43 0 44 336 05:15 PM 43 105 0 0 148 0 0 0 0 0 0 130 5 0 135 3 0 62 0 65 348 05:30 PM 58 141 0 0 199 0 0 0 0 0 0 112 3 0 115 3 0 33 0 36 350 05:45 PM 37 92 0 0 129 0 0 0 0 0 0 87 6 0 93 4 0 34 1 39 261 Total 175 469 0 0 644 0 0 0 0 0 0 446 21 0 467 11 0 172 1 184 1295 06:00 PM 34 58 0 0 92 0 0 0 0 0 0 93 1 0 94 3 0 40 0 43 229 06:15 PM 42 67 0 0 109 0 0 0 0 0 0 71 2 0 73 2 0 45 0 47 229 06:30 PM 39 60 0 0 99 0 0 0 0 0 0 68 3 0 71 1 0 30 0 31 201 06:45 PM 30 53 0 0 83 0 0 0 0 0 0 74 0 0 74 2 0 30 0 32 189 Total 145 238 0 0 383 0 0 0 0 0 0 306 6 0 312 8 0 145 0 153 848 Grand Total 721 1598 0 1 2320 0 0 0 0 0 0 1600 123 0 1723 65 0 722 1 788 4831 Apprch % 31.1 68.9 0 0 0 0 0 0 0 92.9 7.1 0 8.2 0 91.6 0.1 Total % 14.9 33.1 0 0 48 0 0 0 0 0 0 33.1 2.5 0 35.7 1.3 0 14.9 0 16.3 PCs and Peds 709 1569 0 1 2279 0 0 0 0 0 0 1583 112 0 1695 53 0 715 0 768 4742 % PCs and Peds 98.3 98.2 0 100 98.2 0 0 0 0 0 0 98.9 91.1 0 98.4 81.5 0 99 0 97.5 98.2 Heavy Vehicles 12 29 0 0 41 0 0 0 0 0 0 17 11 0 28 11 0 7 1 19 88 % Heavy Vehicles 1.7 1.8 0 0 1.8 0 0 0 0 0 0 1.1 8.9 0 1.6 16.9 0 1 100 2.4 1.8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 % Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.5 0 0 0 0.1 0 Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 46 120 0 0 166 0 0 0 0 0 0 117 8 0 125 7 0 50 0 57 348 05:00 PM 37 131 0 0 168 0 0 0 0 0 0 117 7 0 124 1 0 43 0 44 336 05:15 PM 43 105 0 0 148 0 0 0 0 0 0 130 5 0 135 3 0 62 0 65 348 05:30 PM 58 141 0 0 199 0 0 0 0 0 0 112 3 0 115 3 0 33 0 36 350 Total Volume 184 497 0 0 681 0 0 0 0 0 0 476 23 0 499 14 0 188 0 202 1382 % App. Total 27 73 0 0 0 0 0 0 0 95.4 4.6 0 6.9 0 93.1 0 PHF.793.881.000.000.856.000.000.000.000.000.000.915.719.000.924.500.000.758.000.777.987

PO Box 468 Belchertown, Massachusetts innovativedatall.com or 1.413.668.5094 N / S: South Main (Route 7) File Name : PM Peak - South Main @ Maple E / W: Maple Ave (Route 41) Site Code : 2 City, State: Great Barrington, MA Start Date : 11/12/2014 Client: Nitsch Engineering / S. Farr Page No : 1 Groups Printed- Heavy Vehicles Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 03:00 PM 0 2 0 0 2 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 5 03:15 PM 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 1 0 2 0 3 9 03:30 PM 2 3 0 0 5 0 0 0 0 0 0 2 1 0 3 2 0 0 0 2 10 03:45 PM 1 7 0 0 8 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 11 Total 3 14 0 0 17 0 0 0 0 0 0 7 4 0 11 5 0 2 0 7 35 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 4 04:15 PM 2 3 0 0 5 0 0 0 0 0 0 0 2 0 2 2 0 0 0 2 9 04:30 PM 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 3 0 3 7 04:45 PM 1 3 0 0 4 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 7 Total 4 9 0 0 13 0 0 0 0 0 0 4 3 0 7 4 0 3 0 7 27 05:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 1 0 0 0 1 3 05:15 PM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 05:30 PM 1 2 0 0 3 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 6 05:45 PM 1 0 0 0 1 0 0 0 0 0 0 1 2 0 3 0 0 0 1 1 5 Total 3 4 0 0 7 0 0 0 0 0 0 3 3 0 6 2 0 0 1 3 16 06:00 PM 1 1 0 0 2 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 5 06:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 06:30 PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 3 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 2 0 0 4 0 0 0 0 0 0 3 1 0 4 0 0 2 0 2 10 Grand Total 12 29 0 0 41 0 0 0 0 0 0 17 11 0 28 11 0 7 1 19 88 Apprch % 29.3 70.7 0 0 0 0 0 0 0 60.7 39.3 0 57.9 0 36.8 5.3 Total % 13.6 33 0 0 46.6 0 0 0 0 0 0 19.3 12.5 0 31.8 12.5 0 8 1.1 21.6 Route 7 Route 7 Route 41 From North From East From South From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 0 2 0 0 2 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 5 03:15 PM 0 2 0 0 2 0 0 0 0 0 0 3 1 0 4 1 0 2 0 3 9 03:30 PM 2 3 0 0 5 0 0 0 0 0 0 2 1 0 3 2 0 0 0 2 10 03:45 PM 1 7 0 0 8 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 11 Total Volume 3 14 0 0 17 0 0 0 0 0 0 7 4 0 11 5 0 2 0 7 35 % App. Total 17.6 82.4 0 0 0 0 0 0 0 63.6 36.4 0 71.4 0 28.6 0 PHF.375.500.000.000.531.000.000.000.000.000.000.583 1.00.000.688.625.000.250.000.583.795