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HomeMy WebLinkAbout2019-10-29 SB Packet SPEED ZONE STUDY HAVERHILL STREET READING, MASSACHUSETTS  181 Ballardvale Street, Suite 202 Wilmington, MA 01887 (978) 570-2999 SUBMITTED TO: Town of Reading 16 Lowell Street Reading, Massachusetts 01867 September 2019 Speed Zone Study – Haverhill Street Reading, Massachusetts September 2019 TECHNICAL MEMORANDUM 181 BALLARDVALE STREET, SUITE 202, WILMINGTON, MA 01887 TELEPHONE: (978) 570-2999 FACSIMILE: (978) 658-3044 An Equal Opportunity Employer REF: MAX-2019104.00 DATE: September 30, 2019 TO: Mr. Ryan Percival, P.E. Town Engineer Town of Reading – Engineering Division 16 Lowell Street Reading, Massachusetts 01867 FROM: Mr. Joseph P. Johnson, P.E., PTOE, Director of Traffic Engineering Mr. Eric M. Riese, P.E., Project Engineer RE: Speed Zone Study Haverhill Street – Reading, Massachusetts INTRODUCTION The Town of Reading retained Greenman-Pedersen, Inc. (GPI) to conduct a review of the existing speed zones on Haverhill Street from just north of the I-95 interchange to the North Reading Town Line. Currently, this 2.34-mile section has four (4) separate speed limit zones ranging from 35 to 40 miles per hour, as provided by Special Speed Regulation No. 933 dated July 1, 1974 (see Appendix A, page 2). The purpose of the study is to evaluate the current vehicular speeds on the corridor and to suggest any changes to the Special Speed Regulation. The study was prepared in accordance with the Massachusetts Department of Transportation’s (MassDOT) “Procedures for Speed Zoning on State Highways and Municipal Roads” (2017). The current speed limit zones on Haverhill Street, starting north of the I-95 interchange and traveling northerly are: · Zone 1 - 0.76 miles at 40 miles per hour (mph) · Zone 2 - 0.64 miles at 35 mph · Zone 3 - 0.42 miles at 40 mph · Zone 4 - 0.52 miles at 35 mph to the end of the Special Speed Regulation. Current speed limit zones going in the opposite direction (north to south) mirror the above limits. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 2 It should be noted that located within the study limits along Haverhill Street is J.W. Killam Elementary School. There is a posted School Zone speed limit of 20 mph during school hours. The school zone is located along Haverhill Street approximately from Symonds Way to Charles Street in both directions. Figure 1 graphically shows the existing posted speed limits within the regulated area of Haverhill Street. As part of this Speed Zoning Study, travel speeds along this roadway were collected and analyzed to obtain the 50th, 85th and 95th percentile travel speeds, as well as mode and pace speeds. In addition, a ball bank indicator was used to determine the safe and comfortable speed on the horizontal curves along Haverhill Street. Crash history along Haverhill Street also was collected and reviewed. The observed travel speeds and crash history were evaluated to determine if adjusting speed limit zones on Haverhill Street is warranted or should be considered. This study also describes the procedure for the establishment of legal speed limit zones and the basic considerations used in the determination of the proper numerical value for a speed zone. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Figure 1 Existing Speed Zones - 40 mph - 35 mph SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 4 ESTABLISHMENT OF LEGAL SPEED ZONES According to Chapter 90, Section 18 of the Massachusetts General Laws, in order for a town or city to establish a legal speed limit, the town or city is required to submit specific information and data pertaining to the subject roadway for review by MassDOT prior to its acceptance by the Municipal Council. As described in the Manual on Uniform Traffic Control Devices (MUTCD), the following factors should be considered in determining the proper numerical value for a speed zone: 1. Road surface characteristics, shoulder condition, grade, alignment, and sight distance. 2. The 85th percentile speed and pace speed. 3. Roadside development and culture, and roadside friction. 4. Safe speed for curves and hazardous locations within the zone. 5. Parking practices and pedestrian activity. 6. Reported accident experiences for a recent 12-month period (2 years for MassDOT). MassDOT requires that the 85th percentile speed be calculated from speed observations of at least 100 vehicles (or two hours) in each direction of travel. MassDOT also requires that a minimum of three trial runs be performed on the study roadways using different drivers. This study was prepared in accordance with MassDOT’s Procedures for Speed Zoning on State Highways and Municipal Roads which lists the following procedural steps for the establishment of legal speed zones: 1. The municipality is to conduct proper studies and submit data to their MassDOT District Office. 2. Upon receipt of the Traffic Engineering Study, the District will review for accuracy and, if in conformance, will forward to the MassDOT Traffic & Safety Section. 3. After the speed zones proposed by the local authorities are reviewed by MassDOT, they are returned to the municipality for formal adoption by the rule-making body. 4. Upon receipt of notice of formal adoption by the municipality, MassDOT, acting jointly with the Registry (of Motor Vehicles), will certify and approve the recommended speed zones. 5. Certified regulation is returned to the municipalit y. Official Speed Limit signs may then be installed in accordance with the specific provisions of the approved speed regulation. 6. The Special Speed Regulation is then enforceable against violators. The municipality is required to notify the District Office that the signs have been erected so that MassDOT personnel may review for conformance. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 5 STUDY AREA ROADWAY Haverhill Street is classified as an “Urban Minor Arterial” and is owned and maintained by the Town of Reading. Haverhill Street runs in a southerly to northerly direction for 2.34 miles from the I-95 interchange at the southerly end to the North Reading Town Line at the northerly end. The section of Haverhill Street covered under Special Speed Regulation No. 933 provides a two- lane cross section with travel lanes approximately 12 feet wide, and shoulders ranging from approximately 2 to 5 feet wide with bike lanes striped for much of the corridor. A sidewalk is located on the westerly side of Haverhill Street from the I-95 interchange to the second intersection of Batchelder Road for approximately 2.3 miles. Most of the area along Haverhill Street is zoned for residential usage and forested/unforested wetlands. As noted previously, there are four separate speed zones within this 2.34-mile section of Haverhill Street. Starting just north of the I-95 interchange and traveling northerly, the speed zones are: · Zone 1 - 0.76 miles at 40 miles per hour (mph) · Zone 2 - 0.64 miles at 35 mph · Zone 3 - 0.42 miles at 40 mph · Zone 4 - 0.52 miles at 35 mph to the end of the Special Speed Regulation. Within Speed Zone 1, the land use is predominantly forested wetland, with a few residential homes. Within Speed Zone 2, the land use is predominantly residential in addition to the J.W. Killam Elementary School and the Little Treasures Schoolhouse. Speed Zone 3 is a mix of residential and forested wetlands on the westerly side of Haverhill Street, and predominantly forested wetlands on the easterly side of Haverhill Street. Speed Zone 4 is also a mix of residential and forested wetlands with a small section of unforested wetlands. CRASH DATA Vehicular crash data were obtained from the MassDOT Traffic Operations Management System for the most recent two (2) year period (January 1, 2016 to December 31, 2017). Vehicular crash data was also obtained from the Town of Reading Police Department. The results of this research are summarized in Table 1. A total of thirty-seven (37) crashes were reported over the two-year period. Six (6) of the crashes occurred during the peak travel hours, and approximately one-third of the crashes occurred under wet/snowy conditions. Seven (7) crashes resulted in personal (non-fatal) injuries. (It should be noted that the intersection of Franklin Street and Haverhill Street, which is located within Zone 4, accounted for 12 of the 17 crashes within this zone.) SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 6 Table 1 CRASH SUMMARY Number of Crashes Severity a Crash Type b Percent During Location Total Average per Year PD PI F CM RE HO FO SS NR Peak Hours Wet/Icy Conditions Zone 1 (40 mph) 8 4 8 0 0 0 2 0 5 1 0 13% 25% Zone 2 (35 mph) 6 3 5 1 0 1 4 0 1 0 0 17% 17% Zone 3 (40 mph) 6 3 4 2 0 1 0 1 4 0 0 0% 33% Zone 4 (35 mph) 17 8.5 13 4 0 5 3 0 9 0 0 24% 47% Total 37 18.5 30 7 0 7 9 1 19 1 0 16% 35% Source: MassDOT Traffic Operations Safety Management System. aPD = property damage only; PI = personal injury; F = fatality; bCM = cross movement/angle; RE = rear end; HO = head on; FO = fixed object; SS = sideswipe; NR=not reported SPEED OBSERVATION Speed measurements were taken in July 2019 of vehicles traveling on Haverhill Street. As recommended by MassDOT, vehicle speeds were recorded along the roadway using a radar speed- monitoring device. A minimum of one hundred observations (or a maximum of two hours) were made in each direction of travel. Vehicular speeds were recorded every 0.25 miles on Haverhill Street. Table 2 provides a summary of the vehicular speeds recorded at each of the ten (10) locations, as shown on Figure 2 and provided in Appendix B. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 7 Table 2 OBSERVED TRAVEL SPEEDS Zone/Direction Number of Observations 50th Percentile Speed 85th Percentile Speed Pace Speeda Percent in Pace Location 1 (Zone 1) Northbound Southbound 100 100 38 39 40 42 32-41 34-43 88% 85% Location 2 (Zone 1) Northbound Southbound 100 100 37 35 41 39 33-42 30-39 82% 89% Location 3 (Zone 1) Northbound Southbound 100 100 35 37 38 40 31-40 32-41 95% 94% Location 4 (Zone 2) Northbound Southbound 100 100 35 36 38 40 30-39 31-40 91% 85% Location 5 (Zone 2) Northbound Southbound 100 100 34 36 38 39 30-39 32-41 95% 93% Location 6 (Zone 3) Northbound Southbound 100 100 36 37 39 41 31-40 33-42 95% 88% Location 7 (Zone 3) Northbound Southbound 100 100 39 38 43 42 35-44 33-42 87% 84% Location 8 (Zone 4) Northbound Southbound 100 100 36 35 39 38 31-40 30-39 90% 98% Location 9 (Zone 4) Northbound Southbound 100 100 37 37 41 40 33-42 33-42 93% 95% Location 10 (Zone 4) Northbound Southbound 100 100 35 37 38 40 30-39 33-42 91% 88% a The ten mph speed range containing the greatest number of vehicles. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Figure 2 Speed Observation Locations - 40 mph - 35 mph 1 2 3 4 5 6 7 8 9 10 SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 9 As shown in Table 2, the 85th percentile speeds recorded within locations 1 and 2 are 40 and 41 mph in the northbound direction, and 42 and 39 in the southbound direction, respectively. In this area, traffic is generally accelerating/decelerating from the 40 mph speed limit near the I-95 interchange rotary to/from the posted 35 mph speed limit to the north. For locations 3, 4 and 5, motorists have 85th percentile speeds of 38 mph in the northbound direction, and 40, 40 and 39 mph, respectively, in the southbound direction. Within location 3 the posted speed limit changes from 40 mph to 35 mph. Also, the J. W. Killam Elementary School and its associated “School Zone” is located within locations 4 and 5 causing motorists to slow down. Within location 6 motorists had an 85th percentile speed of 39 mph northbound and 41 mph southbound where the posted speed limit is 40 mph. It is believed that speeds are not higher within this segment due to the geometric constraints of the horizontal curve. Further to the north, location 7 had the highest 85th percentile speeds recorded, which are 43 mph northbound and 42 mph southbound. It is believed that the increase in speed is due to a relatively straight segment of roadway located between two horizontal curves where motorists increase their speeds accordingly. Just south of the second of those horizontal curves the posted speed limit changes back to 35 mph and the recorded speeds of motorists is adjusted accordingly in locations 8, 9 and 10 to 39, 41 and 38 mph in the northbound direction, and 38, 40 and 40 mph in the southbound direction, respectively. TRIAL RUNS In accordance with current MassDOT requirements for the preparation of a speed zone study, trial runs were performed along Haverhill Street. A minimum of three trial runs is required to determine the appropriateness of the proposed legal speed limits. As suggested in the Procedures for Speed Zoning on State Highways and Municipal Roads, the trial runs should be performed so that they can be driven at free-flow conditions and are unrestricted by vehicle platoons. Three (3) GPI employees performed the trial runs in August 2019. Runs were performed travelling in both the north and southbound directions. The results of the trial runs, summarized in Table 3, are also plotted on the Trial Run sheets in Appendix C. Please note that in the northbound direction, Mile 0.0 was at the beginning of Speed Zone 1 (40 mph) just north of the I-95 interchange. In the southbound direction, Mile 0.0 was taken at the beginning of the 35 mph zone at the North Reading Town Line. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 10 Table 3 TRIAL RUN SPEEDS Distance (miles) Speed (mph) Posted Speed Limit Northbound Posted Speed Limit Southbound Eng. 1 Eng. 2 Eng. 3 Average Eng. 1 Eng. 2 Eng. 3 Average 0 40 38 42 40 44.4 35 40 40 44 41.0 0.1 44 42 50 40 40 44 0.2 45 44 50 40 41 44 0.3 46 40 52 40 42 40 0.4 45 40 50 40 40 40 0.5 42 42 50 40 40 40 39 40.2 0.6 42 44 48 41 40 40 0.7 42 43 45 41 35 40 0.8 35 38 44 25 38.9 41 42 43 0.9 35 40 40 35 41 43 42 39.7 1 42 41 38 41 44 42 1.1 42 38 41 39 36 40 1.2 42 35 40 38 40 41 1.3 42 40 38 35 38 39 1.4 40 41 40 45 41.8 38 38 41 1.5 43 45 45 38 40 39 1.6 43 41 46 40 39 40 41 41.3 1.7 40 30 42 39 42 41 1.8 35 35 38 40 39.4 38 44 45 1.9 35 37 36 40 43 43 2 35 40 37 40 44 43 2.1 40 40 41 36 44 44 2.2 40 41 41 40 47 42 2.3 41 41 41 41 47 42 2.4 43 42 41 36 38 40 2.5 42 40 36 SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 11 In general, the travel speeds of all three participants were within 5 mph of each other for any given reading. Within Zone 1 (posted 40 mph), the average speed of all three drivers was 44.4 mph in the northbound direction and 41.3 mph in the southbound direction. Within Zone 2 (posted 35 mph), the average speed was 38.9 mph northbound and 39.7 mph southbound. In Zone 3 (posted 40 mph), all three drivers averaged 41.8 mph and 40.2 mph in the northbound and southbound directions, respectively. Finally, in Zone 4 (posted 35 mph), the average speed of all three drivers was 39.4 mph and 41.0 mph in the respective northbound and southbound directions. The speeds recorded by the three participants correlated closely with the speed observations summarized hereinbefore, although slightly higher in most instances. Table 4 provides a comparison of the trial run speeds with the 85th percentile observations. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 12 Table 4 OBSERVED TRAVEL SPEEDS Zone/Direction Posted Speed Limit Observation Milea 85th Percentile Speed Trial Run Avg. Speed Location 1 (Zone 1) Northbound Southbound 40 40 0.00 2.25 40 42 43.9 40.0 Location 2 (Zone 1) Northbound Southbound 40 40 0.25 2.00 41 39 45.2 42.2 Location 3 (Zone 1) Northbound Southbound 40 40 0.50 1.75 38 40 41.2 41.7 Location 4 (Zone 2) Northbound Southbound 35 35 0.75 1.50 38 40 39.3 39.5 Location 5 (Zone 2) Northbound Southbound 35 35 1.00 1.25 38 39 39.8 38.7 Location 6 (Zone 3) Northbound Southbound 40 40 1.25 1.00 39 41 43.2 40.3 Location 7 (Zone 3) Northbound Southbound 40 40 1.50 0.75 43 42 40.3 42.0 Location 8 (Zone 4) Northbound Southbound 35 35 1.75 0.50 39 38 36.8 39.5 Location 9 (Zone 4) Northbound Southbound 35 35 2.00 0.25 41 40 39.4 40.1 Location 10 (Zone 4) Northbound Southbound 35 35 2.25 0.00 38 40 41.4 41.4 aAppox. Trial run mile. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 13 SPEED CALCULATIONS ON CURVES In accordance with MassDOT procedures for speed zoning, safe and comfortable speeds on curves should be measured. This is generally performed by use of a Ball Bank Indicator. The Ball Bank Indicator is a curved level that measures the combined effect of the vehicle’s body roll angle, the centrifugal force and the superelevation angle as a vehicle negotiates a horizontal curve at various speeds. There are seven (7) significant horizontal curves along Haverhill Street that the Ball Bank Indicator was used to determine the comfort level of each curve. According to the Federal Highway Administration (FHWA) the degree readings based on the speed traveled should be as follows: · For 20 mph or less – 16 degrees or less · For 25-30 mph – 14 degrees or less · For 35 mph or higher – 12 degrees or less Using the Ball Bank Indicator, and driving at speeds of 30, 35, 40 and 45 mph, the indicator reading was taken. Based on the readings each curve fell within the current posted speed limits, except for curve 6. Curve 6 is located within a 40 mph speed zone, however, it only passes for 35 mph or under. A summary of the Ball Bank Indicator readings can be found in Table 5. Location of the curves can be found in Appendix D. Table 5 OBSERVED TRAVEL SPEEDS Curve # Ball Bank Indicator Reading (Degrees) Posted Speed Limit Northbound Posted Speed Limit Southbound 30 mph 35 mph 40 mph 45 mph 30 mph 35 mph 40 mph 45 mph 1 40 4 4 6 6 40 6 5 8 10 2 40 8 8 10 10 40 4 3 6 11 3 35 6 8 12 12 35 2 2 6 10 4 35 4 / 7 4 / 10 8 / 14 10 / 16 35 4 / 6 4 / 8 8 / 10 12 / 16 5 35 4 6 8 11 35 8 8 10 14 6 40 8 10 14 15 40 4 6 11 14 7 35 6 7 5 11 35 4 6 6 10 SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 14 RECOMMENDED POSTED SPEEDS To determine the recommended posted speed limit on the study area roadway, the observed 85th percentile travel speeds, the ball bank angles, and the average of the trial runs were reviewed. Consideration was also given to the crash history, physical roadway condition, and adjacent land uses along the roadway. According to MassDOT’s Procedures for Speed Zoning on State Highways and Municipal Roads, the posted speed shall be less than the 95th percentile speed but not more than 7 mph lower than the 85th percentile speed. Considerations for selecting a speed in the lower portion of the recommended range include a high crash rate, narrow shoulders, insufficient space for emergency maneuvering, and other impediments including schools, elderly housing, etc. The 95th percentile speed along the corridor is between 41 and 45 mph. In general, the 85th percentile speed is between 38 and 42 mph throughout the corridor, with the only exception being location 7 northbound with an 85th percentile speed of 43 mph. In light of the information collected, it is recommended that the speed limit be changed to 35 mph for the entirety of the Haverhill Street corridor. Currently, the speed limit to the north of the I-95 interchange (Zone 1) is 40 mph, but Haverhill Street from the rotary to the J. W. Killam Elementary school is predominantly a residential area with high crash rates and an 85th percentile speed within 3-7 mph of the recommended 35 mph speed limit. The proposed 35 mph speed zone would continue to match the existing Zone 2 of 35 mph. Zone 3 is posted as 40 mph and is currently only 0.42 miles in length. It contains a horizontal curve that does not meet the requirements for a comfortable curve at the posted speed limit. Subtracting the length of the horizontal curve from Zone 3, the zone would be shortened to approximately 0.25 miles, which is not an adequate length for a speed zone. Because of these reasons it is recommended to change the Special Speed Regulation 933 for Haverhill Street in Reading, MA to a consistent 35 mph speed zone. A summary of the existing data and proposed speed zones can be found in Appendix D. SPEED ZONE STUDY Haverhill Street – Reading, Massachusetts Haverhill Street Speed Zone Study.docx Page 15 The following provides a summary of the existing and proposed speed zones along Haverhill Street from south-to-north: Segment Length Existing (mph) Proposed (mph) 0.00 miles to 0.76 miles 40 35 0.76 miles to 1.40 miles 35 35 1.40 miles to 1.82 miles 40 35 1.82 miles to 2.34 miles 35 35 The proposed revisions to the Speed Regulation would be: Haverhill Street - NORTHBOUND Beginning at the end of State Highway, Thence northerly on Haverhill Street 2.34 miles at 35 miles per hour ending at the North Reading Town Line; the total distance being 2.34 miles. Haverhill Street – SOUTHBOUND Beginning at the North Reading Town Line, Thence southerly on Haverhill Street 2.34 miles at 35 miles per hour ending at the beginning of State Highway; the total distance being 2.34 miles. APPENDIX APPENDIX A: SPECIAL SPEED REGULATION NO. 933 APPENDIX B: SPEED DISTRIBUTION WORKSHEETS APPENDIX C: TRIAL RUNS/GRAPHS APPENDIX D: SPEED CONTROL SUMMARY SHEET APPENDIX A: SPECIAL SPEED REGULATION NO. 933 APPENDIX B: SPEED DISTRIBUTION WORKSHEETS APPENDIX C: TRIAL RUNS/GRAPHS APPENDIX D: SPEED CONTROL SUMMARY SHEET Traffic Control Signal Warrant Analyses (Based on MUTCD-2009 Edition) Intersection:Haverhill Street at Franklin Street - 100% of Franklin Street Right Turning Traffic Pop. <10,000? (Y/N)N Count Date:Analysis Date:08/19/19 Speed (in mph):35 mph Analysis Year:Analyst:DIP Is Major?*#Lanes*Adjustment Factor:1 Raw counts (Y/N) (one way) EB N 1 Major Lanes:1 Enter the higher number of lanes for the major street approach WB N Minor Lanes:1 Enter the number of lanes for the minor street approach you want to analyze NB Y 1 SB Y 1 *Note: If intersection is a "T" intersection, leave cells blank for the non-existent approach Time EB LT EB TH EB RT WB LT WB TH WB RT NB LT NB TH NB RT SB LT SB TH SB RT 7:00 19 0 264 0 0 0 299 173 0 0 334 208 8:00 46 0 261 0 0 0 437 251 0 0 407 225 9:00 48 0 229 0 0 0 308 215 0 0 330 94 10:00 53 0 168 0 0 0 175 207 0 0 287 52 11:00 67 0 172 0 0 0 168 223 0 0 306 71 12:00 56 0 196 0 0 0 190 325 0 0 340 59 13:00 57 0 147 0 0 0 200 271 0 0 277 42 14:00 75 0 219 0 0 0 236 292 0 0 236 49 15:00 85 0 285 0 0 0 268 384 0 0 267 85 16:00 139 0 328 0 0 0 283 419 0 0 280 85 17:00 146 0 334 0 0 0 294 455 0 0 349 76 18:00 95 0 247 0 0 0 211 334 0 0 300 71 19:00 0 0 0 0 0 0 0 0 0 0 0 0 Time S EB S WB S NB S SB S Major S Minor S Max Minor W1 A W1 B W1combo W2 W3 7:00 283 0 472 542 1014 283 283 Y Y Y Y Y 8:00 307 0 689 632 1321 307 307 Y Y Y Y Y 9:00 278 0 523 424 947 278 278 Y Y Y Y Y 10:00 220 0 382 338 720 220 220 Y N Y Y N 11:00 238 0 391 377 768 238 238 Y Y Y Y N 12:00 251 0 515 399 914 251 251 Y Y Y Y Y 13:00 204 0 471 319 790 204 204 Y Y Y Y N 14:00 294 0 528 286 814 294 294 Y Y Y Y Y 15:00 370 0 651 351 1003 370 370 Y Y Y Y Y 16:00 468 0 702 365 1067 468 468 Y Y Y Y Y 17:00 481 0 748 425 1174 481 481 Y Y Y Y Y 18:00 342 0 545 371 916 342 342 Y Y Y Y Y 19:00 0 0 0 0 0 0 0 N N N N N 12 of 8 11 of 8 12 of 8 12 of 4 9 of 1 Warrant Analyses Warrant 1: Condition A Minimum Vehicular Volume Warrant is Met Warrant 1: Condition B Interruption of Continuous Traffic Warrant is Met Warrant 1: Combination of Warrants 1A and 1B is Met Warrant 2: Four-Hour Warrant is Met Warrant 3: One-Hour Warrant is Met 7/25/2019 2019 Existing Traffic Control Signal Warrant Analyses (Based on MUTCD-2009 Edition) Intersection:Haverhill Street at Franklin Street - 50% of Franklin Street Right Turning Traffic Pop. <10,000? (Y/N)N Count Date:Analysis Date:08/21/19 Speed (in mph):35 mph Analysis Year:Analyst:DIP Is Major?*#Lanes*Adjustment Factor:1 Raw counts (Y/N) (one way) EB N 1 Major Lanes:1 Enter the higher number of lanes for the major street approach WB N Minor Lanes:1 Enter the number of lanes for the minor street approach you want to analyze NB Y 1 SB Y 1 *Note: If intersection is a "T" intersection, leave cells blank for the non-existent approach Time EB LT EB TH EB RT WB LT WB TH WB RT NB LT NB TH NB RT SB LT SB TH SB RT 7:00 19 0 132 0 0 0 299 173 0 0 334 208 8:00 46 0 130 0 0 0 437 251 0 0 407 225 9:00 48 0 115 0 0 0 308 215 0 0 330 94 10:00 53 0 84 0 0 0 175 207 0 0 287 52 11:00 67 0 86 0 0 0 168 223 0 0 306 71 12:00 56 0 98 0 0 0 190 325 0 0 340 59 13:00 57 0 74 0 0 0 200 271 0 0 277 42 14:00 75 0 110 0 0 0 236 292 0 0 236 49 15:00 85 0 142 0 0 0 268 384 0 0 267 85 16:00 139 0 165 0 0 0 283 419 0 0 280 85 17:00 146 0 168 0 0 0 294 455 0 0 349 76 18:00 95 0 124 0 0 0 211 334 0 0 300 71 19:00 0 0 0 0 0 0 0 0 0 0 0 0 Time S EB S WB S NB S SB S Major S Minor S Max Minor W1 A W1 B W1combo W2 W3 7:00 152 0 472 542 1014 152 152 Y Y Y Y N 8:00 177 0 689 632 1321 177 177 Y Y Y Y Y 9:00 164 0 523 424 947 164 164 Y Y Y Y N 10:00 136 0 382 338 720 136 136 N N Y N N 11:00 153 0 391 377 768 153 153 Y Y Y N N 12:00 154 0 515 399 914 154 154 Y Y Y Y N 13:00 130 0 471 319 790 130 130 N Y Y N N 14:00 185 0 528 286 814 185 185 Y Y Y Y N 15:00 227 0 651 351 1003 227 227 Y Y Y Y Y 16:00 304 0 702 365 1067 304 304 Y Y Y Y Y 17:00 314 0 748 425 1174 314 314 Y Y Y Y Y 18:00 219 0 545 371 916 219 219 Y Y Y Y N 19:00 0 0 0 0 0 0 0 N N N N N 10 of 8 11 of 8 12 of 8 9 of 4 4 of 1 Warrant Analyses Warrant 1: Condition A Minimum Vehicular Volume Warrant is Met Warrant 1: Condition B Interruption of Continuous Traffic Warrant is Met Warrant 1: Combination of Warrants 1A and 1B is Met Warrant 2: Four-Hour Warrant is Met Warrant 3: One-Hour Warrant is Met 7/25/2019 2019 Existing Traffic Control Signal Warrant Analyses (Based on MUTCD-2009 Edition) Intersection:Haverhill Street at Franklin Street - 10% of Franklin Street Right Turning Traffic Pop. <10,000? (Y/N)N Count Date:Analysis Date:08/21/19 Speed (in mph):35 mph Analysis Year:Analyst:DIP Is Major?*#Lanes*Adjustment Factor:1 Raw counts (Y/N) (one way) EB N 1 Major Lanes:1 Enter the higher number of lanes for the major street approach WB N Minor Lanes:1 Enter the number of lanes for the minor street approach you want to analyze NB Y 1 SB Y 1 *Note: If intersection is a "T" intersection, leave cells blank for the non-existent approach Time EB LT EB TH EB RT WB LT WB TH WB RT NB LT NB TH NB RT SB LT SB TH SB RT 7:00 19 0 27 0 0 0 299 173 0 0 334 208 8:00 46 0 26 0 0 0 437 251 0 0 407 225 9:00 48 0 23 0 0 0 308 215 0 0 330 94 10:00 53 0 17 0 0 0 175 207 0 0 287 52 11:00 67 0 17 0 0 0 168 223 0 0 306 71 12:00 56 0 20 0 0 0 190 325 0 0 340 59 13:00 57 0 15 0 0 0 200 271 0 0 277 42 14:00 75 0 22 0 0 0 236 292 0 0 236 49 15:00 85 0 29 0 0 0 268 384 0 0 267 85 16:00 139 0 33 0 0 0 283 419 0 0 280 85 17:00 146 0 34 0 0 0 294 455 0 0 349 76 18:00 95 0 25 0 0 0 211 334 0 0 300 71 19:00 0 0 0 0 0 0 0 0 0 0 0 0 Time S EB S WB S NB S SB S Major S Minor S Max Minor W1 A W1 B W1combo W2 W3 7:00 46 0 472 542 1014 46 46 N N N N N 8:00 73 0 689 632 1321 73 73 N N N N N 9:00 72 0 523 424 947 72 72 N N N N N 10:00 70 0 382 338 720 70 70 N N N N N 11:00 84 0 391 377 768 84 84 N Y N N N 12:00 76 0 515 399 914 76 76 N Y N N N 13:00 72 0 471 319 790 72 72 N N N N N 14:00 97 0 528 286 814 97 97 N Y N N N 15:00 114 0 651 351 1003 114 114 N Y N Y N 16:00 173 0 702 365 1067 173 173 Y Y Y Y N 17:00 181 0 748 425 1174 181 181 Y Y Y Y Y 18:00 120 0 545 371 916 120 120 N Y Y Y N 19:00 0 0 0 0 0 0 0 N N N N N 2 of 8 7 of 8 3 of 8 4 of 4 1 of 1 Warrant Analyses Warrant 1: Condition A Minimum Vehicular Volume Warrant is Not Met Warrant 1: Condition B Interruption of Continuous Traffic Warrant is Not Met Warrant 1: Combination of Warrants 1A and 1B is Not Met Warrant 2: Four-Hour Warrant is Met Warrant 3: One-Hour Warrant is Met 7/25/2019 2019 Existing CITY/TOWN : READING COUNT DATE : Jul-19 DISTRICT : 4 UNSIGNALIZED :X SIGNALIZED : ~ INTERSECTION DATA ~ MAJOR STREET : HAVERHILL STREET MINOR STREET(S) : FRANKLIN STREET North Franklin Street PEAK HOUR VOLUMES 1 2 3 4 5 EB WB NB SB 481 792 403 1,676 0.100 16,760 29 # OF YEARS :5 AVERAGE # OF CRASHES PER YEAR ( A ) : 5.80 0.95 RATE =( A * 1,000,000 ) ( V * 365 ) Comments : District 4 Average Crash Rates for Unsignalized Intersections is 0.57 Project Title & Date: MAX-2019105 - Franklin Street Signal Warrant, Reading, MA (Label Approaches) INTERSECTION CRASH RATE WORKSHEET Haverhill StreetINTERSECTION DIAGRAM TOTAL # OF CRASHES : CRASH RATE CALCULATION :Haverhill StreetAPPROACH :Total Peak Hourly Approach VolumeDIRECTION : PEAK HOURLY VOLUMES (AM/PM) : " K " FACTOR :INTERSECTION ADT ( V ) = TOTAL DAILY APPROACH VOLUME : Site Code: Location Map: 197056 Reading, MA Client:Engineer: Precision Data Industries, LLC 46 Morton Street, Framingham, MA 01702 ph: 508-875-0100 email: datarequests@pdillc.com GPI E. Riese Date:PDI Job # 197056 City, State: Reading, MA (1) 7am-7pm TMC A MAX-2019105.00 Thursday 7/25/2019 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 48 69 0 117 36 52 0 88 68 4 0 72 277 56 86 0 142 39 72 0 111 58 3 0 61 314 46 86 0 132 38 71 0 109 62 4 0 66 307 56 90 0 146 58 101 0 159 73 8 0 81 386 206 331 0 537 171 296 0 467 261 19 0 280 1284 69 120 0 189 65 90 0 155 61 5 0 66 410 58 92 0 150 65 102 0 167 50 9 0 59 376 46 106 0 152 60 124 0 184 72 12 0 84 420 50 85 0 135 59 117 0 176 75 20 0 95 406 223 403 0 626 249 433 0 682 258 46 0 304 1612 31 98 0 129 51 71 0 122 86 10 0 96 347 19 84 0 103 50 73 0 123 54 17 0 71 297 24 70 0 94 62 91 0 153 52 14 0 66 313 19 75 0 94 50 70 0 120 35 7 0 42 256 93 327 0 420 213 305 0 518 227 48 0 275 1213 14 77 0 91 51 49 0 100 40 4 0 44 235 15 68 0 83 51 49 0 100 46 12 0 58 241 12 68 0 80 63 38 0 101 52 23 0 75 256 10 71 0 81 40 37 0 77 28 13 0 41 199 51 284 0 335 205 173 0 378 166 52 0 218 931 14 79 0 93 51 32 0 83 39 7 0 46 222 19 71 0 90 51 47 0 98 40 22 0 62 250 16 76 0 92 64 36 0 100 48 17 0 65 257 21 77 0 98 55 51 0 106 43 20 0 63 267 70 303 0 373 221 166 0 387 170 66 0 236 996 16 87 0 103 88 49 0 137 43 16 0 59 299 13 91 0 104 68 46 0 114 49 12 0 61 279 9 77 0 86 81 57 0 138 50 18 0 68 292 20 82 0 102 85 36 0 121 52 9 0 61 284 58 337 0 395 322 188 0 510 194 55 0 249 1154 5 73 0 78 62 45 0 107 43 13 0 56 241 11 74 0 85 63 57 0 120 31 12 0 43 248 14 57 0 71 81 50 0 131 43 11 0 54 256 12 70 0 82 62 46 0 108 29 20 0 49 239 42 274 0 316 268 198 0 466 146 56 0 202 984 9 54 0 63 62 50 0 112 60 17 0 77 252 11 63 0 74 76 64 0 140 60 21 0 81 295 10 58 0 68 70 62 0 132 48 18 0 66 266 19 59 0 78 81 58 0 139 49 18 0 67 284 49 234 0 283 289 234 0 523 217 74 0 291 1097 17 71 0 88 100 75 0 175 53 14 0 67 330 17 49 0 66 95 81 0 176 59 22 0 81 323 20 64 0 84 104 43 0 147 85 30 0 115 346 30 80 0 110 81 66 0 147 85 18 0 103 360 84 264 0 348 380 265 0 645 282 84 0 366 1359 22 70 0 92 86 60 0 146 96 36 0 132 370 16 76 0 92 107 63 0 170 86 24 0 110 372 21 62 0 83 92 78 0 170 74 37 0 111 364 25 69 0 94 130 79 0 209 69 41 0 110 413 84 277 0 361 415 280 0 695 325 138 0 463 1519 16 88 0 104 126 71 0 197 102 36 0 138 439 18 80 0 98 103 90 0 193 77 40 0 117 408 24 83 0 107 119 74 0 193 80 36 0 116 416 17 95 0 112 102 56 0 158 72 33 0 105 375 75 346 0 421 450 291 0 741 331 145 0 476 1638 24 75 0 99 93 70 0 163 72 24 0 96 358 18 81 0 99 77 50 0 127 68 16 0 84 310 15 74 0 89 89 30 0 119 59 27 0 86 294 13 67 0 80 72 59 0 131 46 27 0 73 284 70 297 0 367 331 209 0 540 245 94 0 339 1246 1105 3677 0 4782 3514 3038 0 6552 2822 877 0 3699 15033 23.1 76.9 0.0 53.6 46.4 0.0 76.3 23.7 0.0 from North  from South from West Approach % Grand Total Franklin StreetHaverhill StreetHaverhill Street 7:45 AM 8:00 AM 8:45 AM Total 9:00 AM 9:15 AM 9:30 AM 9:45 AM Total 10:00 AM 5:00 PM 5:15 PM 5:30 PM 10:15 AM 10:30 AM 4:15 PM 4:30 PM 4:45 PM Total 3:30 PM 3:45 PM Total 4:00 PM 2:45 PM Total 3:00 PM 3:15 PM Total 2:00 PM 11:30 AM 11:45 AM Total 8:15 AM 8:30 AM 10:45 AM Total 2:15 PM 2:30 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total Total 11:15 AM 11:00 AM 7:00 AM 7:15 AM 7:30 AM Total 6:00 PM 6:15 PM 6:30 PM 6:45 PM Total 5:45 PM Total Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM Page 1 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total  from North  from South from West Franklin StreetHaverhill StreetHaverhill Street Total   Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM 7.4 24.5 0.0 31.8 23.4 20.2 0.0 43.6 18.8 5.8 0.0 24.6 4391 6499 4143 15033 1072 3506 0 4578 3360 2922 0 6282 2730 859 0 3589 14449 97.0 95.3 0.0 95.7 95.6 96.2 0.0 95.9 96.7 97.9 0.0 97.0 96.1 4219 6236 3994 14449 33 171 0 204 154 116 0 270 92 18 0 110 584 3.0 4.7 0.0 4.3 4.4 3.8 0.0 4.1 3.3 2.1 0.0 3.0 3.9 172 263 149 584   Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 69 120 0 189 65 90 0 155 61 5 0 66 410 58 92 0 150 65 102 0 167 50 9 0 59 376 46 106 0 152 60 124 0 184 72 12 0 84 420 50 85 0 135 59 117 0 176 75 20 0 95 406 223 403 0 626 249 433 0 682 258 46 0 304 1612 35.6 64.4 0.0 36.5 63.5 0.0 84.9 15.1 0.0 0.808 0.840 0.000 0.828 0.958 0.873 0.000 0.927 0.860 0.575 0.000 0.800 0.960 216 374 0 590 228 414 0 642 247 43 0 290 1522 96.9 92.8 0.0 94.2 91.6 95.6 0.0 94.1 95.7 93.5 0.0 95.4 94.4 7 29 0 36 21 19 0 40 11 3 0 14 90 3.1 7.2 0.0 5.8 8.4 4.4 0.0 5.9 4.3 6.5 0.0 4.6 5.6 216 374 0 590 228 414 0 642 247 43 0 290 1522 7 29 0 36 21 19 0 40 11 3 0 14 90 223 403 0 626 249 433 0 682 258 46 0 304 1612 271 621 630 1522 24 40 26 90 295 661 656 1612 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 16 87 0 103 88 49 0 137 43 16 0 59 299 13 91 0 104 68 46 0 114 49 12 0 61 279 9 77 0 86 81 57 0 138 50 18 0 68 292 20 82 0 102 85 36 0 121 52 9 0 61 284 58 337 0 395 322 188 0 510 194 55 0 249 1154 14.7 85.3 0.0 63.1 36.9 0.0 77.9 22.1 0.0 0.725 0.926 0.000 0.950 0.915 0.825 0.000 0.924 0.933 0.764 0.000 0.915 0.965 56 322 0 378 311 174 0 485 184 52 0 236 1099 96.6 95.5 0.0 95.7 96.6 92.6 0.0 95.1 94.8 94.5 0.0 94.8 95.2 2 15 0 17 11 14 0 25 10 3 0 13 55 3.4 4.5 0.0 4.3 3.4 7.4 0.0 4.9 5.2 5.5 0.0 5.2 4.8 56 322 0 378 311 174 0 485 184 52 0 236 1099 2 15 0 17 11 14 0 25 10 3 0 13 55 58 337 0 395 322 188 0 510 194 55 0 249 1154 363 506 230 1099 14 25 16 55 377 531 246 1154 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 25 69 0 94 130 79 0 209 69 41 0 110 413 16 88 0 104 126 71 0 197 102 36 0 138 439 18 80 0 98 103 90 0 193 77 40 0 117 408 24 83 0 107 119 74 0 193 80 36 0 116 416 83 320 0 403 478 314 0 792 328 153 0 481 1676 20.6 79.4 0.0 60.4 39.6 0.0 68.2 31.8 0.0 0.830 0.909 0.000 0.942 0.919 0.872 0.000 0.947 0.804 0.933 0.000 0.871 0.954 Haverhill Street Franklin Street Cars Enter Leg Heavy Enter Leg Total Entering Leg Cars Exiting Leg Heavy Vehicles Heavy Vehicles %   8:00 AM Heavy Vehicles Exiting Leg Total % Cars Cars Total 8:00 AM 8:15 AM 8:30 AM 8:45 AM Cars Cars % Total Volume % Approach Total PHF Franklin Street from North  from South from West Haverhill Street Haverhill Street 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total Volume from North  Haverhill Street Franklin Street from West Total  from South  from South from West Total % Approach Total PHF Cars Cars % Cars Enter Leg Total Entering Leg Cars Exiting Leg Heavy Vehicles Heavy Vehicles %     Total Exiting Leg 4:45 PM Haverhill Street 4:45 PM 5:00 PM 5:15 PM 5:30 PM Exiting Leg Total Total % Total Exiting Leg 12:00 PM Haverhill Street Total Volume % Approach Total PHF from North             Exiting Leg Total % Heavy Vehicles AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: Heavy Exiting Leg Heavy Enter Leg Heavy Exiting Leg MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Page 2 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total  from North  from South from West Franklin StreetHaverhill StreetHaverhill Street Total   Cars and Heavy Vehicles (Combined) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Class: 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM 82 316 0 398 473 309 0 782 326 152 0 478 1658 98.8 98.8 0.0 98.8 99.0 98.4 0.0 98.7 99.4 99.3 0.0 99.4 98.9 140555010210318 1.2 1.3 0.0 1.2 1.0 1.6 0.0 1.3 0.6 0.7 0.0 0.6 1.1 82 316 0 398 473 309 0 782 326 152 0 478 1658 140555010210318 83 320 0 403 478 314 0 792 328 153 0 481 1676 625 642 391 1658 66618 631 648 397 1676 Total Exiting Leg Cars Cars % Heavy Exiting Leg Heavy Vehicles Heavy Vehicles %   Cars Enter Leg Total Entering Leg Cars Exiting Leg Heavy Enter Leg Page 3 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 48 66 0 114 32 51 0 83 63 4 0 67 264 55 83 0 138 36 71 0 107 56 2 0 58 303 46 81 0 127 35 68 0 103 62 4 0 66 296 56 84 0 140 56 98 0 154 72 7 0 79 373 205 314 0 519 159 288 0 447 253 17 0 270 1236 68 110 0 178 58 87 0 145 56 5 0 61 384 58 87 0 145 60 99 0 159 47 9 0 56 360 43 99 0 142 56 116 0 172 71 11 0 82 396 47 78 0 125 54 112 0 166 73 18 0 91 382 216 374 0 590 228 414 0 642 247 43 0 290 1522 30 91 0 121 47 67 0 114 85 10 0 95 330 18 78 0 96 44 65 0 109 50 17 0 67 272 23 66 0 89 55 87 0 142 49 14 0 63 294 16 71 0 87 44 66 0 110 33 6 0 39 236 87 306 0 393 190 285 0 475 217 47 0 264 1132 13 65 0 78 46 48 0 94 35 4 0 39 211 14 66 0 80 49 47 0 96 39 11 0 50 226 12 65 0 77 58 37 0 95 50 21 0 71 243 9 68 0 77 39 36 0 75 28 13 0 41 193 48 264 0 312 192 168 0 360 152 49 0 201 873 12 75 0 87 47 30 0 77 36 7 0 43 207 17 68 0 85 46 45 0 91 38 21 0 59 235 16 73 0 89 58 29 0 87 44 17 0 61 237 19 70 0 89 50 49 0 99 42 20 0 62 250 64 286 0 350 201 153 0 354 160 65 0 225 929 16 85 0 101 85 46 0 131 40 14 0 54 286 13 85 0 98 65 43 0 108 48 12 0 60 266 9 75 0 84 78 50 0 128 48 17 0 65 277 18 77 0 95 83 35 0 118 48 9 0 57 270 56 322 0 378 311 174 0 485 184 52 0 236 1099 5 65 0 70 58 44 0 102 39 13 0 52 224 11 69 0 80 61 55 0 116 29 11 0 40 236 14 55 0 69 77 49 0 126 42 11 0 53 248 12 68 0 80 59 46 0 105 28 20 0 48 233 42 257 0 299 255 194 0 449 138 55 0 193 941 9 51 0 60 61 49 0 110 55 17 0 72 242 10 60 0 70 71 60 0 131 60 21 0 81 282 10 55 0 65 68 59 0 127 46 17 0 63 255 19 57 0 76 75 57 0 132 49 17 0 66 274 48 223 0 271 275 225 0 500 210 72 0 282 1053 15 69 0 84 95 69 0 164 53 14 0 67 315 17 47 0 64 89 78 0 167 57 22 0 79 310 18 60 0 78 100 43 0 143 85 29 0 114 335 29 79 0 108 79 64 0 143 82 18 0 100 351 79 255 0 334 363 254 0 617 277 83 0 360 1311 22 65 0 87 86 60 0 146 96 36 0 132 365 16 75 0 91 106 61 0 167 83 24 0 107 365 21 59 0 80 90 75 0 165 71 37 0 108 353 24 67 0 91 128 79 0 207 68 41 0 109 407 83 266 0 349 410 275 0 685 318 138 0 456 1490 16 87 0 103 124 70 0 194 102 36 0 138 435 18 80 0 98 102 88 0 190 77 40 0 117 405 24 82 0 106 119 72 0 191 79 35 0 114 411 17 94 0 111 101 56 0 157 72 33 0 105 373 75 343 0 418 446 286 0 732 330 144 0 474 1624 24 75 0 99 93 69 0 162 71 24 0 95 356 17 81 0 98 76 49 0 125 68 16 0 84 307 15 73 0 88 89 30 0 119 59 27 0 86 293 13 67 0 80 72 58 0 130 46 27 0 73 283 69 296 0 365 330 206 0 536 244 94 0 338 1239 1072 3506 0 4578 3360 2922 0 6282 2730 859 0 3589 14449 23.4 76.6 0.0 53.5 46.5 0.0 76.1 23.9 0.0 Grand Total Approach % Total 6:15 PM 6:30 PM 6:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM Total 4:30 PM 4:45 PM Total 3:00 PM 3:15 PM 3:30 PM 3:45 PM Total 6:00 PM 2:45 PM Total 1:00 PM 1:15 PM 1:30 PM 1:45 PM Total 4:00 PM 4:15 PM 2:00 PM 2:15 PM 2:30 PM 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 10:00 AM 10:15 AM 10:30 AM 10:45 AM 9:00 AM 9:15 AM 9:30 AM 9:45 AM Total Class:   Haverhill Street Cars PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Franklin StreetHaverhill Street 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM 8:00 AM 8:15 AM 8:30 AM 8:45 AM Total Total 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total 11:00 AM 11:15 AM 11:30 AM 11:45 AM Total from North  from South from West Page 4 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total Total Class:   Haverhill Street Cars PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time: Franklin StreetHaverhill Street 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM from North  from South from West 7.4 24.3 0.0 31.7 23.3 20.2 0.0 43.5 18.9 5.9 0.0 24.8 4219 6236 3994 14449 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 68 110 0 178 58 87 0 145 56 5 0 61 384 58 87 0 145 60 99 0 159 47 9 0 56 360 43 99 0 142 56 116 0 172 71 11 0 82 396 47 78 0 125 54 112 0 166 73 18 0 91 382 216 374 0 590 228 414 0 642 247 43 0 290 1522 36.6 63.4 0.0 35.5 64.5 0.0 85.2 14.8 0.0 0.794 0.850 0.000 0.829 0.950 0.892 0.000 0.933 0.846 0.597 0.000 0.797 0.961 216 374 0 590 228 414 0 642 247 43 0 290 1522 271 621 630 1522 861 1263 920 3044 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 16 85 0 101 85 46 0 131 40 14 0 54 286 13 85 0 98 65 43 0 108 48 12 0 60 266 9 75 0 84 78 50 0 128 48 17 0 65 277 18 77 0 95 83 35 0 118 48 9 0 57 270 56 322 0 378 311 174 0 485 184 52 0 236 1099 14.8 85.2 0.0 64.1 35.9 0.0 78.0 22.0 0.0 0.778 0.947 0.000 0.936 0.915 0.870 0.000 0.926 0.958 0.765 0.000 0.908 0.961 56 322 0 378 311 174 0 485 184 52 0 236 1099 363 506 230 1099 741 991 466 2198 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 24 67 0 91 128 79 0 207 68 41 0 109 407 16 87 0 103 124 70 0 194 102 36 0 138 435 18 80 0 98 102 88 0 190 77 40 0 117 405 24 82 0 106 119 72 0 191 79 35 0 114 411 82 316 0 398 473 309 0 782 326 152 0 478 1658 20.6 79.4 0.0 60.5 39.5 0.0 68.2 31.8 0.0 0.854 0.908 0.000 0.939 0.924 0.878 0.000 0.944 0.799 0.927 0.000 0.866 0.953 82 316 0 398 473 309 0 782 326 152 0 478 1658 625 642 391 1658 1023 1424 869 3316 Entering Leg Exiting Leg Total from North Entering Leg Exiting Leg Total Total Volume % Approach Total PHF   8:00 AM 8:15 AM 8:30 AM 8:45 AM Franklin Street Total Total 12:00 PM   12:00 PM 12:15 PM Total Volume % Approach Total PHF from North Total  from South from West Haverhill Street PHF Haverhill Street 8:00 AM Total  from South Haverhill Street Franklin Street AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: from West Total % Exiting Leg Total 5:15 PM 5:30 PM 12:30 PM 12:45 PM Entering Leg Exiting Leg Haverhill Street Haverhill Street Haverhill Street Franklin Street from North  from South from West Total Volume % Approach Total 4:45 PM   4:45 PM 5:00 PM MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Page 5 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 03034105500513 13043104210311 05053306000011 06062305110213 1170181280208201048 11001173010500526 05055308300316 3701048012110224 3701055010220424 7 29 0 36 21 19 0 40 11 3 0 14 90 17084408100117 160768014400425 140574011300319 340764010210320 6 21 0 27 23 20 0 43 10 1 0 11 81 1120135106500524 12032204710815 03035106220413 1304110200006 3 20 0 23 13 5 0 18 14 3 0 17 58 24064206300315 23055207210315 030367013400420 27095207100117 6 17 0 23 20 13 0 33 10 1 0 11 67 02023306320513 06063306100113 020237010210315 25072103400414 2 15 0 17 11 14 0 25 10 3 0 13 55 08084105400417 05052204210312 0202410510018 0202300310016 017017134017810943 03031102500510 13045409000013 03032305210311 02026107010110 111012149023720944 220456011000015 02026309200213 24064004010111 1102220430039 590141711028510648 0505000000005 0101120330037 03032305300311 1203200210016 11101255010700729 0101210300004 0000120300003 0101020211025 0101100100002 03034509110214 0000010110012 1001110200003 0101000000001 0000010100001 1102130410017 33 171 0 204 154 116 0 270 92 18 0 110 584 16.2 83.8 0.0 57.0 43.0 0.0 83.6 16.4 0.0 Grand Total Approach % 6:45 PM Total 5:45 PM Total 6:00 PM 6:15 PM 6:30 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 3:45 PM Total 4:00 PM 4:15 PM 4:30 PM 2:45 PM Total 3:00 PM 3:15 PM 3:30 PM 1:45 PM Total 2:00 PM 2:15 PM 2:30 PM 12:45 PM Total 1:00 PM 1:15 PM 1:30 PM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 10:45 AM Total 11:00 AM 11:15 AM 11:30 AM 9:45 AM Total 10:00 AM 10:15 AM 10:30 AM 8:45 AM Total 9:00 AM 9:15 AM 9:30 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM 7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00 Franklin Street  from South from West Haverhill Street  from North Total PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street    Haverhill Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, July 25, 2019 Start Time: Page 6 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00 Franklin Street  from South from West Haverhill Street  from North Total PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street    Haverhill Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, July 25, 2019 Start Time: 5.7 29.3 0.0 34.9 26.4 19.9 0.0 46.2 15.8 3.1 0.0 18.8 172 263 149 584 35082130157301033 9.1 2.9 0.0 3.9 1.3 11.2 0.0 5.6 7.6 16.7 0.0 9.1 5.7 5121633 25 125 0 150 121 88 0 209 79 12 0 91 450 75.8 73.1 0.0 73.5 78.6 75.9 0.0 77.4 85.9 66.7 0.0 82.7 77.1 133 204 113 450 54104631150466309101 15.2 24.0 0.0 22.5 20.1 12.9 0.0 17.0 6.5 16.7 0.0 8.2 17.3 34 47 20 101   Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 11001173010500526 05055308300316 3701048012110224 3701055010220424 7 29 0 36 21 19 0 40 11 3 0 14 90 19.4 80.6 0.0 52.5 47.5 0.0 78.6 21.4 0.0 0.583 0.725 0.000 0.818 0.750 0.594 0.000 0.833 0.550 0.375 0.000 0.700 0.865 0101010102024 0.0 3.4 0.0 2.8 0.0 5.3 0.0 2.5 0.0 66.7 0.0 14.3 4.4 6 22 0 28 18 15 0 33 11 1 0 12 73 85.7 75.9 0.0 77.8 85.7 78.9 0.0 82.5 100.0 33.3 0.0 85.7 81.1 16073306000013 14.3 20.7 0.0 19.4 14.3 15.8 0.0 15.0 0.0 0.0 0.0 0.0 14.4 0101010102024 6 22 0 28 18 15 0 33 11 1 0 12 73 16073306000013 7 29 0 36 21 19 0 40 11 3 0 14 90 2114 19 33 21 73 36413 24 40 26 90 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 24064206300315 23055207210315 030367013400420 27095207100117 6 17 0 23 20 13 0 33 10 1 0 11 67 26.1 73.9 0.0 60.6 39.4 0.0 90.9 9.1 0.0 0.750 0.607 0.000 0.639 0.833 0.464 0.000 0.635 0.625 0.250 0.000 0.688 0.838 0000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6120181813031810958 100.0 70.6 0.0 78.3 90.0 100.0 0.0 93.9 80.0 100.0 0.0 81.8 86.6 0505200220029 0.0 29.4 0.0 21.7 10.0 0.0 0.0 6.1 20.0 0.0 0.0 18.2 13.4 0000000000000 6120181813031810958 0505200220029 6 17 0 23 20 13 0 33 10 1 0 11 67 0000Buses Articulated %   Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 11:15 AM 11:30 AM 11:45 AM Total Volume % Approach Total PHF from West Total 11:00 AM Haverhill Street Franklin Street  from North  from South 11:00 AM Haverhill Street Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: Articulated %   Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 8:15 AM 8:30 AM 8:45 AM Total Volume % Approach Total PHF from West Total  8:00 AM Haverhill Street Franklin Street  from North  from South 8:00 AM Haverhill Street AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: % Single‐Unit Exiting Leg Total Articulated Trucks % Articulated Exiting Leg Total Exiting Leg Total Buses % Buses Exiting Leg Total Single‐Unit Trucks Total % Page 7 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00 Franklin Street  from South from West Haverhill Street  from North Total PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street    Haverhill Street Class:Heavy Vehicles‐Combined (Buses, Single‐Unit Trucks, Articulated Trucks) Count Date:Thursday, July 25, 2019 Start Time: 19 20 19 58 2709 21 27 19 67 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 13045409000013 03032305210311 02026107010110 220456011000015 3100131814032220449 23.1 76.9 0.0 56.3 43.8 0.0 50.0 50.0 0.0 0.375 0.833 0.000 0.813 0.750 0.583 0.000 0.727 0.250 0.500 0.000 0.333 0.817 0000150600006 0.0 0.0 0.0 0.0 5.6 35.7 0.0 18.8 0.0 0.0 0.0 0.0 12.2 29011147021120335 66.7 90.0 0.0 84.6 77.8 50.0 0.0 65.6 50.0 100.0 0.0 75.0 71.4 1102320510018 33.3 10.0 0.0 15.4 16.7 14.3 0.0 15.6 50.0 0.0 0.0 25.0 16.3 0000150600006 29011147021120335 1102320510018 3100131814032220449 1056 16 10 9 35 3238 20 12 17 49  Buses Single‐Unit Trucks Articulated Trucks Total Exiting Leg Articulated %   Buses Single‐Unit Trucks Articulated Trucks Total Entering Leg   Buses Buses % Single‐Unit Trucks Single‐Unit % Articulated Trucks 2:30 PM 2:45 PM 3:00 PM Total Volume % Approach Total PHF from West Total 2:15 PM Haverhill Street Franklin Street  from North  from South 2:15 PM Haverhill Street Single‐Unit Trucks Articulated Trucks Total Exiting Leg PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Page 8 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0000000000000 1001000010012 0000000000000 0101000000001 1102000010013 0000000000000 0000000000000 0101010101013 0000000001011 0101010102024 0101010100002 0101010110013 0000000000000 0000000000000 0202020210015 0000000000000 0101000030034 0000000000000 1001000000001 1102000030035 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000040410015 0000000000000 0000040410015 0000000000000 0000000001011 0000000010011 0000000000000 0000000011022 0000000000000 0000010100001 0000000000000 0000000000000 0000010100001 0000140500005 0000000000000 0000000000000 0000000000000 0000140500005 0000000000000 0000000000000 0000000000000 1001000000001 1001000000001 0000110200002 0000000000000 0000000000000 0000000000000 0000110200002 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 35082130157301033 PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street   Count Date:Thursday, July 25, 2019 Start Time:7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00 Class:Buses  Haverhill Street Haverhill Street Franklin Street Total 7:00 AM 7:15 AM 7:30 AM 8:45 AM Total 9:00 AM 9:15 AM 9:30 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 10:45 AM Total 11:00 AM 11:15 AM 11:30 AM 9:45 AM Total 10:00 AM 10:15 AM 10:30 AM 12:45 PM Total 1:00 PM 1:15 PM 1:30 PM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 2:45 PM Total 3:00 PM 3:15 PM 3:30 PM 1:45 PM Total 2:00 PM 2:15 PM 2:30 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 3:45 PM Total 4:00 PM 4:15 PM 4:30 PM 6:45 PM Total 5:45 PM Total 6:00 PM 6:15 PM 6:30 PM Grand Total  from North  from South from West Page 9 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street   Count Date:Thursday, July 25, 2019 Start Time:7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00 Class:Buses  Haverhill Street Haverhill Street Franklin Street Total  from North  from South from West 37.5 62.5 0.0 13.3 86.7 0.0 70.0 30.0 0.0 9.1 15.2 0.0 24.2 6.1 39.4 0.0 45.5 21.2 9.1 0.0 30.3 5121633 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0101010101013 0000000001011 0101010100002 0101010110013 0303030312039 0.0 100.0 0.0 0.0 100.0 0.0 33.3 66.7 0.0 0.000 0.750 0.000 0.750 0.000 0.750 0.000 0.750 0.250 0.500 0.000 0.750 0.750 0303030312039 2439 57618 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0000040410015 0000000000000 0000000000000 0000000001011 0000040411026 0.0 0.0 0.0 0.0 100.0 0.0 50.0 50.0 0.0 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.250 0.250 0.000 0.500 0.300 0000040411026 1146 15612 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0000010100001 0000000000000 0000000000000 0000140500005 0000150600006 0.0 0.0 0.0 16.7 83.3 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.250 0.313 0.000 0.300 0.000 0.000 0.000 0.000 0.300 0000150600006 1056 16512 Exiting Leg Total Approach % Total % from West Total  8:30 AM 8:45 AM Franklin Street from North  from South 8:30 AM Haverhill Street Haverhill Street Entering Leg Exiting Leg Total 12:30 PM Haverhill Street 9:00 AM 9:15 AM Total Volume % Approach Total PHF Total  12:30 PM 12:45 PM 1:00 PM 1:15 PM from North  from South from West Haverhill Street Franklin Street Total 2:15 PM Haverhill Street Total Volume % Approach Total PHF Entering Leg Exiting Leg  from South from West Total  Haverhill Street Franklin Street from North PHF Entering Leg Exiting Leg Total 2:15 PM 2:30 PM 2:45 PM 3:00 PM Total Volume % Approach Total AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Page 10 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0303200240049 0101210311026 0202320500007 0404020211028 01001075012620830 180973010500524 04043205300312 340747011100119 26084307210318 6 22 0 28 18 15 0 33 11 1 0 12 73 15064206100113 14054307300315 03035409300315 23052406210314 41501915130289101057 1100114105500521 0000220431048 0101410521039 0202110200004 1 13 0 14 11 5 0 16 10 2 0 12 42 22043205200211 21034206210312 030367013300319 26085207100116 6120181813031810958 02022305310411 05052305100111 0101330611029 23051102300310 2110138100188201041 05053104400413 04042204200210 0101410500006 0202300310016 012012124016700735 0303010150059 03034307000010 0303010111026 02026107010110 011011106016620835 2103420600009 01015308200211 24063003010110 1102120330038 57012137020510638 0404000000004 0000120330036 0202220430039 0202200210015 08085409700724 0101100100002 0000110200002 0101020210014 0101100100002 03033306100110 0000010110012 1001110200003 0101000000001 0000010100001 1102130410017 25 125 0 150 121 88 0 209 79 12 0 91 450Grand Total 6:45 PM Total 5:45 PM Total 6:00 PM 6:15 PM 6:30 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 3:45 PM Total 4:00 PM 4:15 PM 4:30 PM 2:45 PM Total 3:00 PM 3:15 PM 3:30 PM 1:45 PM Total 2:00 PM 2:15 PM 2:30 PM 12:45 PM Total 1:00 PM 1:15 PM 1:30 PM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 10:45 AM Total 11:00 AM 11:15 AM 11:30 AM 9:45 AM Total 10:00 AM 10:15 AM 10:30 AM 8:45 AM Total 9:00 AM 9:15 AM 9:30 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Single‐Unit Trucks  Haverhill Street Haverhill Street Franklin Street PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street   Count Date:Thursday, July 25, 2019 Start Time:7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00  from North  from South from West Page 11 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total Total Class:Single‐Unit Trucks  Haverhill Street Haverhill Street Franklin Street PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street   Count Date:Thursday, July 25, 2019 Start Time:7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00  from North  from South from West 16.7 83.3 0.0 57.9 42.1 0.0 86.8 13.2 0.0 5.6 27.8 0.0 33.3 26.9 19.6 0.0 46.4 17.6 2.7 0.0 20.2 133 204 113 450 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 180973010500524 04043205300312 340747011100119 26084307210318 6 22 0 28 18 15 0 33 11 1 0 12 73 21.4 78.6 0.0 54.5 45.5 0.0 91.7 8.3 0.0 0.500 0.688 0.000 0.778 0.643 0.536 0.000 0.750 0.550 0.250 0.000 0.600 0.760 6 22 0 28 18 15 0 33 11 1 0 12 73 19 33 21 73 47 66 33 146 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 22043205200211 21034206210312 030367013300319 26085207100116 6120181813031810958 33.3 66.7 0.0 58.1 41.9 0.0 88.9 11.1 0.0 0.750 0.500 0.000 0.563 0.750 0.464 0.000 0.596 0.667 0.250 0.000 0.750 0.763 6120181813031810958 19 20 19 58 37 51 28 116 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 02026107010110 2103420600009 01015308200211 24063003010110 48012186024220440 33.3 66.7 0.0 75.0 25.0 0.0 50.0 50.0 0.0 0.500 0.500 0.000 0.500 0.750 0.500 0.000 0.750 0.250 0.500 0.000 0.500 0.909 48012186024220440 20 10 10 40 32 34 14 80 PHF Entering Leg Exiting Leg Total 2:45 PM 3:00 PM 3:15 PM 3:30 PM Total Volume % Approach Total  from South from West Total  Haverhill Street Franklin Street from North Total 2:45 PM Haverhill Street Total Volume % Approach Total PHF Entering Leg Exiting Leg PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Total  11:00 AM 11:15 AM 11:30 AM 11:45 AM from North  from South from West Haverhill Street Franklin Street Entering Leg Exiting Leg Total 11:00 AM Haverhill Street 8:30 AM 8:45 AM Total Volume % Approach Total PHF from West Total  8:00 AM 8:15 AM Franklin Street from North  from South 8:00 AM Haverhill Street Haverhill Street Exiting Leg Total Approach % Total % AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: Page 12 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0000210310014 0202100100003 0303010100004 0101210300004 06065308100115 0202000000002 0101210300004 0202000000002 1102120300005 16073306000013 0101010100002 0101240600007 1102200200004 1102400400006 240685013000019 0202100100003 1102000010013 0202100101014 0101000000001 16072002110211 0202100110014 0202100100003 0000000010011 0101000000001 0505200220029 0000100101012 0101100100002 0101000000001 0202100110014 0404300311029 0303100100004 0101000000001 0101000000001 0000000000000 0505100100006 0000100100001 1001100100002 0000220410015 0000000000000 1001420610018 0101000000001 0101100100002 0000100100001 0000100100001 0202300300005 0101000000001 0101000000001 0101010100002 0000000000000 0303010100004 0000000000000 0000010100001 0000000001011 0000000000000 0000010101012 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 54104631150466309101Grand Total 6:45 PM Total 5:45 PM Total 6:00 PM 6:15 PM 6:30 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 3:45 PM Total 4:00 PM 4:15 PM 4:30 PM 2:45 PM Total 3:00 PM 3:15 PM 3:30 PM 1:45 PM Total 2:00 PM 2:15 PM 2:30 PM 12:45 PM Total 1:00 PM 1:15 PM 1:30 PM 11:45 AM Total 12:00 PM 12:15 PM 12:30 PM 10:45 AM Total 11:00 AM 11:15 AM 11:30 AM 9:45 AM Total 10:00 AM 10:15 AM 10:30 AM 8:45 AM Total 9:00 AM 9:15 AM 9:30 AM 7:45 AM Total 8:00 AM 8:15 AM 8:30 AM 7:00 AM 7:15 AM 7:30 AM Total Class:Articulated Trucks  Haverhill Street Haverhill Street Franklin Street PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street   Count Date:Thursday, July 25, 2019 Start Time:7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00  from North  from South from West Page 13 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total Total Class:Articulated Trucks  Haverhill Street Haverhill Street Franklin Street PDI File #:197056 A Location:N: Haverhill Street S: Haverhill Street   Location: W: Franklin Street   Count Date:Thursday, July 25, 2019 Start Time:7:00 AM End Time:7:00 PM City, State:Reading, MA Client:GPI/ E. Riese Site Code:MAX‐2019105.00  from North  from South from West 10.9 89.1 0.0 67.4 32.6 0.0 66.7 33.3 0.0 5.0 40.6 0.0 45.5 30.7 14.9 0.0 45.5 5.9 3.0 0.0 8.9 34 47 20 101 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0101240600007 1102200200004 1102400400006 0202100100003 250794013000020 28.6 71.4 0.0 69.2 30.8 0.0 0.0 0.0 0.0 0.500 0.625 0.000 0.875 0.563 0.250 0.000 0.542 0.000 0.000 0.000 0.000 0.714 250794013000020 95620 16 18 6 40 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 1102000010013 0202100101014 0101000000001 0202100110014 16072002210312 14.3 85.7 0.0 100.0 0.0 0.0 66.7 33.3 0.0 0.250 0.750 0.000 0.875 0.500 0.000 0.000 0.500 0.500 0.250 0.000 0.750 0.750 16072002210312 38112 10 10 4 24 Right Thru U‐Turn Total Thru Left U‐Turn Total Right Left U‐Turn Total 0000100100001 1001100100002 0000220410015 0000000000000 1001420610018 100.0 0.0 0.0 66.7 33.3 0.0 100.0 0.0 0.0 0.250 0.000 0.000 0.250 0.500 0.250 0.000 0.375 0.250 0.000 0.000 0.250 0.400 1001420610018 4138 57416 PHF Entering Leg Exiting Leg Total 2:00 PM 2:15 PM 2:30 PM 2:45 PM Total Volume % Approach Total  from South from West Total  Haverhill Street Franklin Street from North Total 2:00 PM Haverhill Street Total Volume % Approach Total PHF Entering Leg Exiting Leg PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Total  10:15 AM 10:30 AM 10:45 AM 11:00 AM from North  from South from West Haverhill Street Franklin Street Entering Leg Exiting Leg Total 10:15 AM Haverhill Street 9:45 AM 10:00 AM Total Volume % Approach Total PHF from West Total  9:15 AM 9:30 AM Franklin Street from North  from South 9:15 AM Haverhill Street Haverhill Street Exiting Leg Total Approach % Total % AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: Page 14 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0000001000010000001 0100010000000000001 0000000000000000000 0000001000010000001 0100012000020000003 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000100011 0000000000000100011 0000000000000000000 0000000000000000000 0000001000010000001 0000000000000000000 0000001000010000001 0100010000000000001 0200020000000000002 0100010000001000012 0000001000010000001 0400041000011000016 0000000000000000000 0000000000000100011 2000020000000000002 0100010000000000001 2100030000000100014 0000000000000000000 0100010000000000001 0100010000000000001 0000001000010000001 0200021000010000003 1000010000000000001 0000000000000000000 0000000000000000000 0000000000000000000 1000010000000000001 0000000000000100011 0100010000000000001 0000000000000000000 0000000000000000000 0100010000000100012 0000000000000000000 0000000000000000000 0100010000000000001 0000000000000000000 0100010000000000001 0000001000010000001 0000001100020000002 0100011000010100013 0000001000010001012 0100014100050101028 0000000000000000000 0000000000000000000 0000000000000000000 0100011000010000002 0100011000010000002 0100010000000100012 0000000000000000000 0100010000000002023 0200020000000000002 0400040000000102037 316000191010001115030939 Haverhill Street Haverhill Street Total Franklin Street 7:00 AM 7:15 AM 7:30 AM 7:45 AM Total 8:00 AM 9:30 AM 9:45 AM Total 10:00 AM 10:15 AM 10:30 AM 8:15 AM 8:30 AM 8:45 AM Total 9:00 AM 9:15 AM Total 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total 10:45 AM Total 11:00 AM 11:15 AM 11:30 AM 11:45 AM 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM 3:15 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM Total 2:00 PM 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 3:30 PM 3:45 PM Total 4:00 PM 4:15 PM 4:30 PM Total 6:00 PM 6:15 PM 6:30 PM 6:45 PM Total Grand Total Class: 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time:   from North from South from West Page 15 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com   Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total Haverhill Street Haverhill Street Total Franklin Street Class: 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM Bicycles (on Roadway and Crosswalks) PDI File #: Location: Location: City, State: Client: Site Code: Count Date: Start Time: End Time:   from North from South from West 15.8 84.2 0.0 0.0 0.0 90.9 9.1 0.0 0.0 0.0 11.1 55.6 0.0 33.3 0.0 7.7 41.0 0.0 0.0 0.0 48.7 25.6 2.6 0.0 0.0 0.0 28.2 2.6 12.8 0.0 7.7 0.0 23.1 15 17 7 39 Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0100010000000000001 0200020000000000002 0100010000001000012 0400040000001000015 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.000 0.000 0.000 0.250 0.625 0400040000001000015 0505 45110 Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0100010000000000001 0200020000000000002 0100010000001000012 0000001000010000001 0400041000011000016 0.0 100.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.000 0.500 0.000 0.000 0.000 0.500 0.250 0.000 0.000 0.000 0.000 0.250 0.250 0.000 0.000 0.000 0.000 0.250 0.750 0400041000011000016 1506 56112 Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0000001000010000001 0000001100020000002 0100011000010100013 0000001000010001012 0100014100050101028 0.0 100.0 0.0 0.0 0.0 80.0 20.0 0.0 0.0 0.0 0.0 50.0 0.0 50.0 0.0 0.000 0.250 0.000 0.000 0.000 0.250 1.000 0.250 0.000 0.000 0.000 0.625 0.000 0.250 0.000 0.250 0.000 0.500 0.667 0100014100050101028 5128 66416 Total Total Total Approach % Total % Exiting Leg Total 9:45 AM Haverhill Street AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: from West   9:45 AM 10:00 AM Haverhill Street Franklin Street from North from South Entering Leg Exiting Leg Total 10:00 AM Haverhill Street 10:15 AM 10:30 AM Total Volume % Approach Total PHF MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: from West   10:00 AM 10:15 AM Haverhill Street Franklin Street from North from South Entering Leg Exiting Leg Total 4:00 PM Haverhill Street 10:30 AM 10:45 AM Total Volume % Approach Total PHF PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Haverhill Street Franklin Street % Approach Total PHF from West   4:00 PM 4:15 PM from North from South 4:30 PM 4:45 PM Total Volume Entering Leg Exiting Leg Total   Page 16 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0001010000000001012 0000000000000000000 0001010000000001012 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000222 0000000000000000222 0000000000000001011 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000001011 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0001010000000002245Grand Total Total 6:00 PM 6:15 PM 6:30 PM 6:45 PM Total 4:45 PM Total 5:00 PM 5:15 PM 5:30 PM 5:45 PM 3:30 PM 3:45 PM Total 4:00 PM 4:15 PM 4:30 PM 2:15 PM 2:30 PM 2:45 PM Total 3:00 PM 3:15 PM 1:00 PM 1:15 PM 1:30 PM 1:45 PM Total 2:00 PM Total 12:00 PM 12:15 PM 12:30 PM 12:45 PM Total 10:45 AM Total 11:00 AM 11:15 AM 11:30 AM 11:45 AM 7:00 AM 7:15 AM 7:30 AM Haverhill Street Haverhill Street Total Franklin Street  from North Count Date: Start Time: End Time: Class: 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: 8:00 AM 9:30 AM 9:45 AM Total 10:00 AM 10:15 AM 10:30 AM 8:15 AM 8:30 AM 8:45 AM Total 9:00 AM 9:15 AM from South from West 7:45 AM Total Page 17 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total Haverhill Street Haverhill Street Total Franklin Street  from North Count Date: Start Time: End Time: Class: 197056 A N: Haverhill Street S: Haverhill Street    W: Franklin Street   Reading, MA GPI/ E. Riese MAX‐2019105.00 Thursday, July 25, 2019 7:00 AM 7:00 PM Pedestrians PDI File #: Location: Location: City, State: Client: Site Code: from South from West 0001000 00000 0005050 00020020000000000404080 1045 Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000222 0000000000000001011 0000000000000001233 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 66.7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.250 0.375 0.375 0000000000000001233 0033 0066 Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0000000000000001011 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000001011 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.250 0000000000000001011 0011 0022 Right Thru U‐Turn CW‐EB CW‐WB Total Thru Left U‐Turn CW‐WB CW‐EB Total Right Left U‐Turn CW‐NB CW‐SB Total 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0000000000000000000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000000000000000000 0000 0000 Entering Leg Exiting Leg Total 2:15 PM 2:30 PM 2:45 PM Total Volume % Approach Total PHF from West Total  2:00 PM Haverhill Street Franklin Street from North from South Entering Leg Exiting Leg Total 2:00 PM Haverhill Street 10:15 AM 10:30 AM 10:45 AM Total Volume % Approach Total PHF from West Total  10:00 AM Haverhill Street Franklin Street from North from South Entering Leg Exiting Leg Total 10:00 AM Haverhill Street 9:30 AM 9:45 AM 10:00 AM Total Volume % Approach Total PHF from West Total  9:15 AM Haverhill Street Franklin Street from North from South 9:15 AM Haverhill Street Approach % Total % Exiting Leg Total AM Peak Hour Analysis from 07:00 AM to 10:00 AM begins at: MidDay Peak Hour Analysis from 10:00 AM to 2:00 PM begins at: PM Peak Hour Analysis from 2:00 PM to 07:00 PM begins at: Page 18 PRECISION D A T A INDUSTRIES, LLC 46 Morton Street, Framingham, MA 01702 Office: 508-875-0100 Fax: 508-875-0118 Email: datarequests@pdillc.com