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ROAD SAFETY AUDIT

Route 113 at Interstate Route 95 interchange

City of Newburyport

April 26 2013

Prepared For Merrimack Valley Metropolitan Planning Organization

Prepared By Merrimack Valley Planning Commission

Road Safety Audit mdash Storey Ave (Route 113) at Interstate Route 95 interchange ndash Newburyport MA Prepared by the Merrimack Valley Planning Commission

Table of Contents Background 1

Project Data 2

Project Location and Description 3

Audit Observations and Potential Safety Enhancements17

Summary of Road Safety Audit22

List of Figures

Figure 1 Site Locus Map (Source USGS) 4 Figure 2 Aerial Orthogonal Photo of Storey Avenue at I-95 (Source Pictometry 40412) 6 Figure 3 Existing Weekday Morning and Evening Peak Hour Traffic Volumes (Source VHB) 10

List of Tables

Table 1 Participating Audit Team Members 2 Table 2 Traffic Volume Summary 9 Table 3 Route 113 at Interstate 95 ramps Crash Summary (2008 ndash 2010) 11 Table 4 Route 113 at Interstate Route 95 ramps Intersection Crash Rates 13 Table 5 Storey Av (Rt 113) at I-95 SB ramp Operations Analysis Results 14 Table 6 Storey Av (Rt 113) at I-95 NB ramp Operations Analysis Results 15 Table 7 Storey Av (Rt 113) at PampR Lot Drive Operations Analysis Results 15 Table 8 Potential Safety Enhancement Summary 23

List of Appendices

Appendix A RSA Meeting Agenda Appendix B RSA Audit Team Contact List Appendix C Detailed Crash Data Appendix D Roadway Speed Data Appendix E Crash Rate Calculation Appendix F Intersection Operations Analysis Methodology and Results Appendix G Road Safety Audit References


Background A Road Safety Audit (RSA) as defined by the Federal Highway Administration (FHWA) is ldquothe formal safety performance examination of an existing or future road or intersection by an independent multidisciplinary teamrdquo An RSA qualitatively estimates and reports on all safety issues and identifies opportunities for safety improvements for all roadway users The ldquoconducting of RSAs at high-crash locations throughout the Commonwealthrdquo is one of the many strategies noted in the statersquos Strategic Highway Safety Plan which was developed in an effort to reduce the number of crash-related fatalities and incapacitating injuries on roadways within Massachusetts

The Interstate Route 95 ramps with Storey Avenue (Route 113) were identified by the Merrimack Valley Planning Commission as being one of the top locations for crashes within the Merrimack Valley According to the Merrimack Valley Metropolitan Planning Organizationrsquos (MPOrsquos) 2011 Regional Transportation Plan this location experienced a total of 59 crashes over a period of three years from 2006 to 2008 For the approximate 3462 locations within the Merrimack Valley that experienced crashes this location is ranked as being number 23 in terms of the overall crash frequency and number 21 in terms of Equivalent Property Damage Only

Because the Interstate Route 95 ramp intersection locations are within the top five percent of crash clusters in the Merrimack Valley region it is eligible for the Highway Safety Improvement Program (HSIP) MassDOT incorporated the RSA as a requirement for securing Federal funding (HSIP funds) for safety projects For these reasons this intersection was chosen as the site of an RSA by the Merrimack Valley MPO to help identify potential short-term and long-term safety improvements that could be made if HSIP funding is received


Project Data The Road Safety Audit was conducted on November 19 2012 for Storey Avenue (Route 113) at the Interstate Route 95 ramps As shown in Table 1 the audit team was comprised of state regional and local agencies and included professionals from emergency response engineering and planning

Prior to this meeting MVPC gathered reviewed and summarized the most recent pertinent available information including crash data traffic volume data and traffic speed data In addition to the crash data summaries obtained from the MassDOTRMV Statewide database MVPC also collected the actual crash reports which show the narratives and crash diagrams from the Newburyport police and Massachusetts state police departments

With input and assistance from Newburyport officials MVPC selected the RSA team and chose to meet at the City Hall At the pre-audit meeting MVPC discussed the process and goals for the RSA provided handouts of all pertinent information presented the existing traffic speed and crash data and discussed any known related planned projects to the participants in order to provide an introduction to project The team then began to provide comments on the safety issues based on their knowledge of the intersection MVPC recorded the comments

Following the pre-audit meeting the team conducted a site visitaudit during which the previous specific safety issues and concerns were pointed out by the RSA team and MVPC Additional safety issues were identified at the site and recorded by MVPC

After the site visit the RSA participants met in a post-audit meeting and the group discussed potential countermeasures that had been identified during the RSA and any new countermeasures that could be thought of during the meeting The countermeasures which were recorded by MVPC included short-term intermediate-term and long-term improvements The State DOT was identified at this meeting as the owner of all roadways in this study area and therefore is the responsible party for the improvements and any necessary designs

Table 1 Participating Audit Team Members Audit Team Member AgencyAffiliation Tony Furnari Newburyport DPS Director

Debbie Cheng Newburyport DPS

Jon-Eric White Newburyport City Engineer

Andrew Port Newburyport Planning Director

Geordie Vining Newburyport Planning Project Manager

Stephen Bradbury Newburyport Fire Deputy

Thomas Howard Newburyport Police Marshall

Michael Harvey Massachusetts State Police Officer

Constance Raphael MassDOT District 4 Planning Coordinator

Sara Timoner MassDOT District 4 Traffic

Corey OrsquoConnor MassDOT Safety Engineer

Tony Komornick Merrimack Valley Planning Commission

Jim Terlizzi Merrimack Valley Planning Commission

Page 2


Project Location and Description MVPC conducted an inventory of the existing ramp intersection geometry in May of 2012 Traffic volumes were collected by Vanasse Hangen Brustlin Inc (VHB) in April and May of 2010 prior to the increase in volumes along Storey Avenue due to the closing of the Hines Bridge over the Merrimack River for repairs Below is a detailed discussion of the interchange geometrics and traffic control features a discussion of the daily and peak hour traffic volumes a review of the crash data and an analysis of the existing operations As of this writing work is complete on the Hines Bridge

Geometrics and Traffic Control

Interstate Route 95

Interstate Route 95 (I-95) is part of the nationrsquos network of interstate highways and it runs approximately 1920 miles between Houlton Maine at the Canadian border to the north and the Coconut Grove neighborhood of Miami Florida to the south In the Northeast the I-95 corridor runs through some of the most densely developed and mature metropolitan areas of the country of which Boston is one of them Approximately 92 miles of the highway lies within Massachusetts traversing the state from Salisbury at the New Hampshire state line to Peabody then circumferentially around the Boston metropolitan area and finally from Canton to Attleboro at the Rhode Island state line North of Boston the highway which is owned and maintained by MassDOT serves interstate travelers as well as commuters traveling from northern suburbs to the Boston and employment centers surrounding the city

The highway provides four lanes of travel per direction that are separated by a center median from its interchange with Route 1 in Peabody to the south up to and through its interchange with Storey Avenue (Route 113) in Newburyport to the north Approximately 1500 feet north of the Storey Avenue ramps the highwayrsquos cross-section narrows It decreases from eight to six lanes as it is carried on the Whittier Bridge over the Merrimack River and then until it reaches the ramps for Interstate Route 495 in Salisbury to the north The Whittier Bridge is programmed to be reconstructed (Project 601096) beginning in the summer of 2013 with work expected to be completed by the summer of 2016 The bridge will be replaced with a wider cross-section of eight lanes The speed limit on Interstate Route 95 in the vicinity of Storey Avenue is posted at 65 miles per hour (mph)

Storey Avenue (Route 113)

Storey Avenue (Route 113) is an eastwest state owned roadway 18 miles in length which runs from the West Newbury town line at the Artichoke Reservoir crossing to the west to its intersection with Moseley and High Streets to the east Figure 1 presents a USGS map showing the audit site locus along Storey Avenue as it passes over Interstate Route 95 which is located at the approximate mid-point of the roadway The roadway which is functionally classified as an urban principal arterial widens from two lanes to four from the west as it approaches the ramps with Interstate Route 95 East of I-95 the four-lane Storey Avenue (Route 113) is designated as

Page 3


Figure 1 Site Locus Map (Source USGS)

being part of the National Highway System (NHS) of roads For eastbound travelers on Storey Avenue west of I-95 the speed limit is posted at 35 mph immediately east of Daniel Lucy Way East of I-95 it is also posted at 35 mph for eastbound travelers immediately east of Russell Terrace The speed limit for eastbound travelers is posted at 30 mph immediately west of Park Circle For westbound travelers the speed limit is posted at 35 mph immediately west of Park Circle and at 50 mph immediately west of Hoyts Lane These speed limits are consistent with the limits that are noted in Special Speed Regulation 578B for the City of Newburyport A speed limit 35 is not present for eastbound travelers passing by Hoyts Lane A speed limit 30 mph sign is not present for westbound travelers coming from High Street Land uses fronting the roadway are primarily residential west of I-95 and are primarily commercial retail east of I-95

Page 4


Storey Avenue (Route 113) at the Interstate Route 95 ramps

Interstate Route 95 was originally constructed in the early 1950s and it had an interchange with Storey Avenue (Route 113) in Newburyport in a full cloverleaf style ramp system In the mid 1970s Interstate Route 95 was reconstructed and its alignment was shifted slightly to the west and a new interchange was constructed with Storey Avenue to its present more compact slip ramp style configuration as presented in the aerial photograph of Figure 2 The City of Newburyport and the Essex National Heritage Area maintain the ldquoLittle River Nature Trailrdquo along the old Interstate Route 95 northbound off-ramp and the old Interstate Route 95 alignment that is partially paved MassDOT has a driveway to its commuter Park and Ride lot along the old Interstate Route 95 northbound on-ramp

Through the Interstate Route 95 ramp system Storey Avenue carries two lanes of travel per direction that are separated by a raised center median island The center median extends to the commuter Park and Ride lot driveway intersection which is located approximately 485 feet east of the Interstate Route 95 northbound ramp intersection The Interstate Route 95 southbound ramp intersection is located approximately 880 feet west of the Interstate Route 95 northbound ramp intersection The Interstate Route 95 northbound and southbound ramp intersections as well as the commuter Park and Ride lot driveway intersection are all signalized and the traffic signal controllers are interconnected with one another along Storey Avenue The signals run in coordinated operation on a 100 second cycle during the weekday morning commuter peak period and a 90 second cycle during the weekday evening commuter peak period Clearance intervals between signal phases for all of the signals are 3 seconds of yellow and 2 seconds of all-red time

Of interesting note is the fact that the travel distance along Storey Avenue varies by direction between the northbound ramp intersection and the commuter Park and Ride lot driveway intersection The distance between STOP lines at the signalized intersections is approximately 455 feet in the westbound direction and approximately 510 feet in the eastbound direction Therefore it takes approximately one second more to travel in the eastbound direction and clear the intersection than it does in the westbound direction for vehicles traveling at free flow speeds

Passing the ramps along Storey Avenue there generally is a distance of approximately eight feet between the solid white travel edge lines and the curbing

Sidewalks approximately five feet in width are provided along both sides of Storey Avenue The sidewalks have a bituminous concrete surface except for a 300 foot section carried on the bridge over the interstate highway which has a cement concrete surface The sidewalks are in good condition There are no crosswalks painted across the ramps or Storey Avenue A crosswalk 7 feet in width is painted across the commuter Park and Ride lot driveway

Storey Avenue (Route 113) at the Interstate Route 95 southbound ramps

Traffic originating from or destined to the downtown side of Storey Avenue to the east can access or egress Interstate Route 95 southbound by an on- and off-ramp that are opposite one another and offset from one another (by approximately 50 feet) The traffic going onto or off of one of these ramps is under signalized traffic control There are two 12-foot wide travel lanes in

Page 5


Figure 2 Aerial Orthogonal Photo of Storey Avenue at I-95 (Source Pictometry 40412)

each direction of Storey Avenue at this intersection and one 12-foot wide exclusive left-turn lane which is approximately 515 feet in length on the westbound approach for vehicles wishing to access the on-ramp The Interstate Route 95 southbound off-ramp splits at its base approximately 130 feet from Storey Avenue by a delta shaped island into one exclusive right-turn off-ramp lane and two exclusive left-turn lanes that meet Storey Avenue perpendicularly Traffic in the right-turn lane onto Storey Avenue westbound is under YIELD-sign control while traffic in the two side-by-side left-turn lanes which are a minimum of 13-feet in width is under signal control Lane line extension pavement markings guide the traffic in the two left-turn lanes through the intersection Traffic heading eastbound on Storey Avenue and destined to Interstate Route 95 southbound is channelized onto the on-ramp approximately 100 feet behind the STOP line (and traffic signal control) by a large delta shaped traffic island

Page 6


The traffic signal controller for the intersection operates under full actuation and as mentioned previously is interconnected with the controller at the Interstate Route 95 northbound ramp intersection During commuter peak periods this controller operates as part of a coordinated system on a 90- to 100-second signal cycle in three phases with all phases called Four traffic signal heads are affixed to two 30-foot long mast arms with 20-foot tall supports and seven signal heads are supported on three 10-foot tall signal posts at the intersection two of which are on the center median island tips Beacons for emergency vehicle preemption of the signal sit on top of the mast arms

Storey Avenue (Route 113) at the Interstate Route 95 northbound ramps

The geometric configuration and traffic control of the Interstate Route 95 northbound ramp intersection is nearly identical and a mirror reflection of the Interstate Route 95 southbound ramp intersection Like the southbound ramp intersection there are two 12-foot wide travel lanes in each direction of Storey Avenue at this intersection Because this intersection is a reflection of the southbound ramp intersection on the eastbound rather than westbound approach there is also one 12-foot wide exclusive left-turn lane which is approximately 515 feet in length and which is provided for vehicles wishing to access the northbound on-ramp Traffic that enters this on-ramp or leaves the off-ramp which is opposite the on-ramp and slightly offset from it is under signal control

One of the other differences between this ramp intersection and the southbound one is that the portion of the Interstate Route 95 northbound off-ramp for left-turning vehicles has only a single left-turn lane rather than two This lane is a minimum of 15-feet wide Another difference is the traffic in the right-turn lane of the off-ramp is under STOP sign control rather than YIELD-sign control

The traffic islands at the ramps of this intersection are slightly larger than the islands at the southbound ramp intersection The Interstate Route 95 northbound off-ramp splits at its base approximately 200 feet from Storey Avenue rather than 130 feet by its delta shaped island into the exclusive left-turn off-ramp lane and the exclusive right-turn off-ramp lane Traffic heading westbound on Storey Avenue and destined to Interstate Route 95 northbound is channelized onto the on-ramp approximately 120 feet behind the STOP line rather than 100 feet by a large delta shaped traffic island

The traffic signal controller for the intersection is interconnected with the controllers at the Interstate Route 95 southbound ramp intersection and the commuter Park and Ride lot intersection and runs in coordinated operation during commuter peak periods Like the southbound ramp intersection four traffic signal heads are affixed to two 30-foot long mast arms with 20-foot tall supports It should be noted that one of the signal heads for westbound traffic is slightly rotated and does not face through traffic directly Four more signal heads are supported on three 10-foot tall signal posts at the intersection two of which are on the center median island tips Emergency vehicle preemption beacons sit on top of the mast arms

Page 7


Storey Avenue (Route 113) at the Commuter Park and Ride Lot

MassDOT maintains a parking lot with approximately 615 marked parking spaces immediately east of the Interstate Route 95 northbound ramp People will park their vehicles in this lot and use one of two private bus coach carriers to either commute to Boston or travel to Logan Airport Camp J operates the lot and provides approximately 30 inbound and 30 outbound weekday bus trips daily tofrom downtown and the airport The Coach Company provides approximately 6 inbound and 6 outbound daily bus trips tofrom downtown Boston Parking is free and is allowed overnight for a maximum of 21 days Observations showed that this lot sees good use and on many occasions is over capacity with the staff of one of the coach companies moving the overflow cars in a ldquovaletrdquo style parking to unmarked spaces

The driveway for the parking lot uses the alignment of the old Interstate Route 95 northbound on-ramp and it meets Storey Avenue from the north to form a three-way signalized intersection Storey Avenue has two 12-foot wide travel lanes per direction and a 130 foot long 12-foot wide exclusive left-turn lane for vehicles entering the lot from the Interstate 95 ramps and Storey Avenue to the west The left turn lane is protected from vehicles traveling in the opposite direction by a raised center median strip that is covered in bituminous concrete The center median island continues on the east side of the intersection for another 200 feet where it terminates and a short center two way left turn lane begins for nearby Russell Terrace and the Mobil gas station Traffic exiting the lot and using the driveway can use one 12-foot wide exclusive left-turn lane or one 10-foot wide exclusive right-turn lane Traffic flow direction is separated on the driveway by a 100-foot long 5-foot wide raised center median island

A crosswalk is painted across the commuter Park and Ride lot driveway but not across Storey Avenue

The traffic signal controller for the intersection operates under full actuation and generally rests on green for the Storey Avenue through traffic and will call a phase for Storey Avenue eastbound left-turn lane (entering the parking lot) and for the lot driveway (exiting the parking lot) when traffic is present This signal controller is interconnected with the controller at the Interstate Route 95 northbound ramp intersection and during commuter peak periods it runs in coordinated operation Four traffic signal heads are affixed to two 35-foot long mast arms with 20-foot tall supports with two facing each direction of travel for through traffic Two signal heads are supported on two 10-foot tall signal posts on the south side of Storey Avenue opposite the lot driveway and both heads face the driveway There is one signal head supported on a 10-foot tall signal post that is located at the end of the center median island east of the driveway and the head faces the Storey Avenue eastbound left-turn lane Beacons for emergency vehicle preemption of the signal also sit on top of the mast arms at this intersection

Page 8


Traffic Volumes

Traffic volume data used in this study was gathered in April and May of 2010 by VHB for the Hines bridge closing study (prior to its closing) Turning movement and vehicle classification counts (TMCs) were conducted at the Storey Avenue signalized intersections at and near the I-95 ramps during the weekday morning and evening commuter peak periods Additionally an automatic traffic recorder (ATR) was placed by VHB on Storey Avenue (Route 113) east of Low Street Table 2 presents a summary of the daily and peak hour traffic volumes on roadways at the intersection

Table 2 Traffic Volume Summary Average Weekday Peak

Daily Hour Traffic Peak Traffic K- Directional

Location Volumea Hour Volumeb Factorc Distribution

Storey Avenue (Route 113) NA Morning 1020 NA 64 eastbound west of I-95 SB ramps Evening 1332 NA 57 westbound

Storey Avenue (Route 113) NA Morning 1964 NA 58 eastbound east of I-95 NB ramps Evening 2213 NA 56 westbound

Storey Avenue (Route 113) 15800 Morning 1047 66 55 eastbound east of Low Street Evening 1407 89 51 eastbound

aAverage Weekday Daily Traffic (AWDT) volume in vehicles per day (vpd) as counted by VHB bPeak hour traffic volume in vehicles per hour (vph) as presented in VHB reports cK-Factor is the percent of daily traffic occurring during the peak hour expressed as a percentage

As shown in Table 2 there are approximately 15800 vehicles per day (vpd) on Route 113 immediately east of Low Street West of Low Street the daily volume is much greater as much of the traffic volume traveling to and from Low Street is originating from or destined to the Storey Avenue and its interchange with Interstate Route 95

Traffic flow on Storey Avenue (Route 113) predominates heavily in the eastbound direction during the weekday morning peak hour and in the westbound direction during the weekday evening peak hour as shown in Table 2 This directional distribution is a good indication of the importance of downtown Newburyport and the Storey Avenue corridor as an employment center

Figure 3 presents the weekday morning and evening peak hour turning movement volumes As shown in Figure 3 for the approximate 1119 vehicle-trips destined to Storey Avenue to the east during the weekday morning peak hour approximately 20 percent originate from Interstate Route 95 to the south and approximately 46 percent originate from Interstate Route 95 to the north The inverse is true during the weekday evening peak hour with approximately 46 percent of the 1241 peak hour westbound trips destined to Interstate Route 95 northbound and approximately 20 percent destined to Interstate Route 95 southbound

Page 9

______________________________________________________________________________


Weekday Morning Peak Hour

N

Not to Scale

Weekday Evening Peak Hour

N

Not to Scale

Figure 3 Existing Weekday Morning and Evening Peak Hour Traffic Volumes (Source VHB)

Page 10


Crash History

Historical traffic crash data was obtained for the study intersection from MassDOTrsquos statewide crash database that was built with crash reports filed by police officers and vehicle operators between 2008 and 2010 and sent to the Registry of Motor Vehicles (RMV) That data was supplemented with data from the actual crash reports during that same period that were obtained from the Newburyport Police Department and the Massachusetts State Police Department The data was reviewed over this three-year period to determine crash trends for the intersection Table 3 presents a summary of the crash report data

Table 3 Route 113 at Interstate 95 ramps Crash Summary (2008 ndash 2010)

Tot

al

Typea Severityb Road

Conditionc Light Conditiond Time of Crash

CM RE SV SS Ped Un PD PI F Dry Wet Ice Day Dusk Lit AM PM Route 113 (Storey Avenue) at Interstate Route 95 ramp system Total

66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65

Route 113 (Storey Avenue) at Interstate Route 95 southbound ramps 21 4 10 6 0 0 1 15 6 0 18 2 1 13 1 7 7 14

19 48 29 0 0 4 71 29 0 85 10 5 62 5 33 33 67 Route 113 (Storey Avenue) at Interstate Route 95 northbound ramps 28 2 16 6 2 0 2 23 5 0 23 4 1 19 2 7 13 15

7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54

Route 113 (Storey Avenue) at the MBTA Commuter Park and Ride Lot 14 3 10 0 0 1 0 7 7 0 9 5 0 9 0 5 3 11

21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79

Route 113 (Storey Avenue) at the Mobil Gas Station Driveway 3 2 1 0 0 0 0 1 2 0 3 0 0 3 0 0 0 3

67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100

Source MassDOTRMV and the Newburyport Police Department Un = Unknown collision type aCrash Type CM = cross movement RE = rear-end SV = single vehicle SS = side swipe Ped = pedestrian bSeverity of Crash PD = Property Damage Only PI = Personal Injury F = Fatality cRoad Condition is the condition of the roadway surface (Ice = snowy or icy road surface) dLight Condition is the ambient light Lit = Times of darkness with the roadway lit

According to the review of the data there were a total of sixty-six (66) crashes over the three-year period occurring at the Interstate Route 95 ramp system interchange with Storey Avenue (Route 113) or an average of approximately twenty-two (22) per year

Not only was the whole ramp system looked at collectively but the intersections of the ramp system were looked at discretely The location where the greatest number of crashes occurred is the signalized intersection of Storey Avenue with the Interstate Route 95 northbound ramps which experienced 28 crashes followed by the Storey Avenue with the Interstate Route 95 southbound ramp signalized intersection which experienced 21 crashes followed by the Storey Avenue signalized intersection with the commuter Park and Ride lot driveway which experienced 14 crashes

The most predominant types of collisions occurring at the three signalized intersections were rear-end type which is a collision type typical for signalized intersections Approximately one half to three quarters of the collisions at those three signalized intersections were rear-end type collisions

Page 11


For those rear-end type collisions at the three signalized intersections where the location and direction of travel is known from the police reports there were a total of twenty-four crashes twelve occurring on Storey Avenue and twelve occurring on the Interstate Route 95 off-ramps as shown in the collision diagrams within the Appendix

All but one of the twelve rear-end collisions on Storey Avenue occurred in the westbound direction Seven of the eleven westbound rear-end collisions occurred at the Park and Ride lot driveway intersection and four occurred at the Interstate Route 95 northbound ramp intersection

Of the total twelve rear-end type collisions that occurred at the Storey Avenue terminals of the two Interstate Route 95 right turn off-ramp lanes nine occurred at the northbound ramp and three occurred at the southbound ramp For ten of the twelve collisions it is known whether a citation was issued or not For four of those ten a citation was issued by the responding police officer for the driver of the trailing vehicle for ldquofailing to use care to stoprdquo Three citations were issued at the I-95 northbound off-ramp and one at the southbound off-ramp

There appears to be a relatively high percentage of collisions resulting in personal injury perhaps due to the travel speeds on Storey Avenue Approximately 50 percent of the crashes at the Park and Ride lot driveway intersection resulted in personal injury for an Equivalent Property Damage Only (EPDO) rating of 42 Approximately 29 percent and 18 percent of the crashes at the Interstate Route 95 southbound and northbound ramp intersections respectively resulted in personal injury The EPDO ratings for the Interstate Route 95 southbound and northbound ramp intersections are 45 and 48 respectively Referring to the collision diagrams within the Appendix for the three signalized intersections one will see that for the eighteen collisions that resulted in personal injury most are the result of rear-end collisions Only four are the result of angle-type collisions between two vehicles two are the result of a single vehicle running off of the road and one is the result of a vehicle striking a pedestrian

More crashes occur after noon than in the morning especially at the Interstate Route 95 southbound ramp intersection and the Park and Ride lot driveway intersection however most (approximately 80 percent) occurred during daylight hours Approximately two-thirds of the crashes involved vehicles traveling on dry roads

There was one collision between a vehicle and a pedestrian at the Storey Avenue (Route 113) intersection with the commuter Park and Ride lot driveway The collision occurred in the dark at 418 in the morning with the pedestrian heading to the commuter lot and being struck by a westbound traveling vehicle

To get an idea of the relative safety of locations the number of crashes at the intersection locations for the intersections at and near the Interstate Route 95 ramps were also reviewed against traffic volumes using those locations and then compared to the rate of crashes for other similar type facilities MassDOT reports that for the year 2011 the latest year available there are a statewide average rate of 081 crashes per million entering vehicles (mev) and a MassDOT District 4 average rate of 078 crashes per mev for signalized intersections Table 4 presents a

Page 12


summary of the crash rates of the Storey Avenue intersections The Table compares those calculated rates to the statewide and MassDOT District 4 rates

Table 4 Route 113 at Interstate Route 95 ramps Intersection Crash Rates 3- Avg State D4 gt gt of of

Yr An Crash Facility Avg Avg State Dist4 State Dist 4 Location Cra Crb Ratec Type Rated Ratee Ratef Rateg Rate Rate

Route 113 at I-95 Signalized 21 70 092 081 078 Y Y 114 118southbound ramps Intersection

Route 113 at I-95 Signalized 28 93 091 081 078 Y Y 112 117northbound ramps Intersection

Route 113 at Park Signalized14 47 049 081 078 N N 60 63 and Ride Lot Dr Intersection

Route 113 at Unsignalized3 10 NA 061 059 NA NA NA NAMobil Gas Station Intersection

aTotal number of crashes over the three (3) year study period 2008 ndash 2010 bAverage number of crashes per year cCrash rate is crashes per million entering vehicles (mev) for intersections and crashes per million vehicle miles traveled (vmt) for roadwaysdStatewide average crash rate is in crashes per mev for intersections and crashes per million vmt for roads eMassDOT District 4 wide average crash rate is in crashes per mev for intersections and crashes per million vmt for roads fCrash rate is greater than statewide average crash rate Y = Yes N = No gCrash rate is greater than MassDOT D4 average crash rate Y = Yes N = No NA = Data not available

As shown in Table 4 the intersection of Storey Avenue (Route 113) at the Interstate Route 95 southbound ramps has a rate (14 to 18 percent) greater than that of the statewide and District 4 average rate The intersection of Storey Avenue (Route 113) at the Interstate Route 95 northbound ramps has a rate 12 to 17 percent greater than that of the statewide and District 4 average rate respectively

Page 13


Operations Analysis

The operation of the signalized intersections of Storey Avenue (Route 113) with the I-95 southbound ramps with the I-95 northbound ramps and with the Park and Ride Commuter lot driveway intersection were analyzed by VHB in its study with the SYNHRO micro simulation computer model which follows the methodology presented in the Transportation Research Boardrsquos (TRBrsquos) latest Highway Capacity Manual1 A summary of the methodology can be found in the Appendix of this study

Existing Conditions

Table 5 presents the analysis results for the existing operations of the signalized intersection of Storey Avenue (Route 113) at the Interstate Route 95 southbound ramps Operations analysis sheets are provided in the Appendix of this study

Table 5 Storey Av (Rt 113) at I-95 SB ramp Operations Analysis Results Peak Hour Lane MovementTotala VCb ADc LOSd Queuee Lengthf

Weekday Morning Storey Avenue EB TH 048 225 C 78 195 Storey Avenue EB RT 008 01 A 00 0 Storey Avenue WB LT 076 257 C 104 261 Storey Avenue WB TH 013 35 A 06 16 I-95 SB off-ramp LT 068 298 C 77 193 I-95 SB off-ramp LTTH 068 301 C 78 194 I-95 SB off-ramp RT 008 01 A 00 0 Intersection 063 196 B

Weekday Evening Storey Avenue EB TH 033 142 B 66 164 Storey Avenue EB RT 002 00 A 00 0 Storey Avenue WB LT 068 297 C 44 109 Storey Avenue WB TH 024 22 A 01 1 I-95 SB off-ramp LT 056 354 D 61 153 I-95 SB off-ramp LTTH 056 356 D 62 155 I-95 SB off-ramp RT 011 01 A 00 0 Intersection 046 146 B

aSB = Southbound EB = Eastbound WB = Westbound LT = Left-Turn TH = Through RT = Right Turn bVolume to Capacity ratio cAverage Control Delay is in seconds per vehicle dLevel of Service e95th percentile queue is in vehicles fLength of queue is in feet assumes 25 feet per vehicle (Source VHB)

As shown in Table 5 the critical movements at this signalized intersection operate overall well within capacity at level-of-service (LOS) B during both the weekday morning and evening commuter peak hours Through traffic on the Route 113 approaches operate well at LOS C or better during the weekday morning peak hour and at LOS B or better during the weekday evening peak hour Traffic turning left onto the on-ramp operates at LOS C during the weekday morning and evening peak hours Traffic turning left off of the ramps in the double left-turn lane operates at LOS C during the weekday morning peak hour and at LOS D during the weekday evening peak hour The maximum (95th percentile) vehicle queue for this movement is

1Highway Capacity Manual Transportation Research Board Washington DC 2010

Page 14


approximately eight vehicles long and it occurs during the weekday morning peak hour Table 6 presents the analysis results for the existing operations of the signalized intersection of Storey Avenue (Route 113) at the Interstate Route 95 northbound ramps

Table 6 Storey Av (Rt 113) at I-95 NB ramp Operations Analysis Results Peak Hour Lane MovementTotala VCb ADc LOSd Queuee Lengthf

Weekday Morning Storey Avenue EB LT 050 451 D 47 118 Storey Avenue EB TH 032 03 A 00 0 Storey Avenue WB TH 027 31 A 21 53 Storey Avenue WB RT 023 03 A 00 0 I-95 NB off-ramp LTTH 028 350 C 19 48 I-95 NB off-ramp RT 017 02 A 00 0 Intersection 034 44 A

Weekday Evening Storey Avenue EB LT 063 335 C 36 90 Storey Avenue EB TH 026 14 A 00 0 Storey Avenue WB TH 038 59 A 38 94 Storey Avenue WB RT 035 05 A 00 0 I-95 NB off-ramp LTTH 046 360 D 49 122 I-95 NB off-ramp RT 018 02 A 00 0 Intersection 045 61 A

aNB = Northbound EB = Eastbound WB = Westbound LT = Left-Turn TH = Through RT = Right Turn bVolume to Capacity ratio cAverage Control Delay is in seconds per vehicle dLevel of Service e95th percentile queue is in vehicles fLength of queue is in feet assumes 25 feet per vehicle (Source VHB)

As shown in Table 6 this signalized intersection overall as well as just the through traffic on Storey Avenue operates at LOS A during both the weekday morning and evening commuter peak hours Traffic turning left onto the on-ramp or from the off-ramp operates at LOS D or better

Table 7 presents the analysis results for the existing operations of the signalized intersection of Storey Avenue (Route 113) at the Interstate Route 95 northbound ramps

Table 7 Storey Av (Rt 113) at PampR Lot Drive Operations Analysis Results Peak Hour Lane MovementTotala VCb ADc LOSd Queuee Lengthf

Weekday Morning Storey Avenue EB LT 027 317 C 19 47 Storey Avenue EB TH 041 20 A 39 97 Storey Ave WB THRT 038 24 A 31 77 Park and Ride Lot SB LT 007 357 D 05 13 Park and Ride Lot SB RT 002 354 D 05 13 Intersection 038 31 A

Weekday Evening Storey Avenue EB LT 032 503 D 17 43 Storey Avenue EB TH 036 15 A 11 28 Storey Ave WB THRT 059 46 A 111 277 Park and Ride Lot SB LT 028 371 D 16 40 Park and Ride Lot SB RT 008 358 D 02 4 Intersection 054 61 A


Page 15


As shown in Table 7 this signalized intersection operates overall well within capacity at LOS A during both the weekday morning and evening commuter peak hours Through traffic on the Route 113 approaches operates with little delay at LOS A during both peak hours as well However the maximum (95th percentile) vehicle queue for the two westbound through lanes is approximately eleven vehicles long and it occurs during the weekday evening peak hour Traffic turning left into the Park and Ride Commuter lot operates at LOS C during the weekday morning peak hour and at LOS D during the weekday evening peak hour There are no more than two vehicles at one time waiting in the left-turn lane Traffic turning from the Park and Ride Commuter Lot driveway operates at LOS D during the weekday morning and evening peak hours The maximum number of vehicles stacked on the driveway is two vehicles

Page 16


Audit Observations and Potential Safety Enhancements The RSA team identified safety issues at the pre-meeting and also out at the audit site Potential safety enhancements were discussed out at the site and at the post audit meeting Following is a summary of the identified safety issues and the potential safety enhancements

Drivers of the trailing vehicles on the Interstate Route 95 off-ramp right-turn lanes are sometimes inattentive to the leading vehicles that are stopped ndash As shown in the collision diagrams within the Appendix there were at least a total of twelve rear-end type collisions that occurred at the Storey Avenue terminals of the two Interstate Route 95 right turn off-ramp lanes with nine occurring at the northbound ramp and three at the southbound ramp For ten of the twelve collisions it is known whether or not a citation was issued For four of those ten a citation was issued by the responding police officer for the driver of the trailing vehicle for ldquofailing to use care to stoprdquo Three citations were issued at the I-95 northbound off-ramp and one at the southbound off-ramp

It was noticed at the audit that some drivers of vehicles on the ramps turn their heads and begin observing traffic on Storey Avenue before the vehicle ahead of them departs the ramp Some of the vehicles advance without the drivers returning their heads to check on the vehicle in front of them Should the leading vehicle be stopped while this is happening the result may be a rear-end collision In at least three of the state police crash reports (I-95 northbound ramp crash numbers 11 14 and 18) within the Appendix the responding officers reported from their interviews that the trailing vehicle operator had thought that the leading vehicle operator had driven away

While this driver behavior is hard to control the audit team recommended some safety enhancements to either remind drivers of the existing traffic control in place or to provide alternative measures of traffic control In the short-term it was recommended that advance STOP and YIELD ahead (MUTCD W3-1 and W3-2) warning signs be posted just on the portion of the ramps where that traffic control exists This will let drivers on the ramps know of the upcoming STOP or YIELD signs located at the ramp terminals and remind them of the need to stop or yield at those locations The placement of the advanced

Page 17


STOP and YIELD ahead (W3-1 or W3-2) warning signs should be carefully evaluated Because the primary traffic control of the intersections are the traffic signals the W3-1 or W3-2 signs must be placed in a way so drivers on the ramps approaching the signals do not get the wrong message The signs should be placed after the gore striping of the delta island where the ramp splits but at least 100 feet prior to the control signs so only the vehicles approaching the STOP or YIELD signs view the W3-1 or W3-2 signs The signs should be posted on both sides of the ramp to increase attention of the drivers

In the mid-term it was recommended that MassDOT incorporate the traffic on the ramp right turn lanes into the intersectionsrsquo traffic signal control This will involve the addition of two new signal heads facing each of the right-turn ramps with the signal heads tied into the traffic signal control boxes At each of the ramps there could perhaps be one signal head supported by a post or mast arm assembly on the right side of the ramp at its end and one signal head supported on a post on the Storey Avenue center median island opposite the ramp Alternatively in the long-term it was recommended that the ramp right-turning vehicles be ldquosquared offrdquo by placing them where the left-turning vehicles presently stack and including them in the traffic signal control The existing portion of the ramps where the right-turning vehicles currently stack will be removed Additionally the portion of the ramp where left-turning vehicles presently stack should be widened to accommodate both a left-turn lane and a right-turn lane Traffic signal heads with green and yellow right-turn arrow faces should also be added

Drivers of vehicles on the Interstate Route 95 NB off-ramp right-turn lane sometimes treat the STOP signs as YIELD signs and roll through the STOP line ndash The police officials at the audit noted that some people roll past the STOP sign and over the STOP line on the Interstate Route 95 northbound off-ramp while others do not Should someone who rolls past the STOP sign be behind someone who stops at the STOP sign then a rear-end collision may result As noted before 75 percent of the rear-end collisions occurring at the two Interstate Route 95 off-ramp right turn lanes occur at the northbound ramp where the STOP sign is located Approximately 40 percent of those collisions resulted in the driver of the trailing vehicle being issued a citation by the responding police officer for ldquofailing to use care to stoprdquo In the short-term it was recommended that MassDOT affix visibility strips on the posts of the STOP signs at the end of the ramp This should further increase the visibility of the signs As recommended before MassDOT should appropriately place advance STOP ahead (MUTCD W3-1) signs on the ramp to give advance notice of the STOP signs Perhaps the best way to remove this safety issue as mentioned before is to incorporate the ramp right turn lane into the intersectionsrsquo traffic signal control which could be done in the mid-term Two new signal heads will have to be added and face the right-turn ramp At each of the ramps there could perhaps be one signal head supported

Page 18


by a post or mast arm assembly on the right side of the ramp at its end and one signal head supported on a post on the Storey Avenue center median island opposite the ramp Alternatively in the long-term it was recommended that the ramp right-turning vehicles be ldquosquared offrdquo by placing them where the left-turning vehicles presently stack and including them in the traffic signal control The existing portion of the ramps where the right-turning vehicles currently stack will be removed Additionally the portion of the ramp where left-turning vehicles presently stack should be widened to accommodate both a left-turn lane and a right-turn lane Traffic signal heads with green and yellow right-turn arrow faces should also be added

Lack of visibility of signal heads facing Storey Avenue traffic particularly in the westbound direction ndash It was noticed during the audit that there is older signal equipment at the two Interstate Route 95 ramp intersections The signal heads are not very conspicuous for a couple of reasons which may result in some westbound traveling vehicles noticing a green or red signal indication and others not resulting in rear-end collisions One of the reasons for westbound travelers not seeing the signal heads in the westbound direction is because of the afternoon sun glare partially washing out the indications on the signal faces It was also noticed that one of the signal heads at the Interstate Route 95 northbound ramp is rotated and not directly facing westbound traffic Firstly the misaligned signal head should rotated on the mast arm support to properly face westbound traffic The audit participants recommended placing backplates on the signal heads with retroreflective markings to increase their visibility at the ramp intersections It was stated that perhaps moment calculations may need to be done to find out whether the existing mast arm supports can handle the additional wind load from these backplates prior to their installation It was further recommended that an additional signal head be placed on the existing far side center median post to face

westbound traffic at the Interstate Route 95 northbound ramps This signal head will supplement the two signal heads that are supported on the mast arm thereby increasing the visibility of the green and red indications The Cityrsquos engineer recommended in the long-term that the geometry of the I-95 NB ramp intersection be reconfigured to extend the median westward some 20 to 40 feet and move the westbound STOP bar

up This will draw stopped westbound drivers closer to the signal heads for better visibility

Page 19


Westbound travelers view green light at I-95NB ramp and proceed through a red light at the Park amp Ride Lot ndash Audit participants expressed some concern for the drivers of vehicles heading westbound on Storey Avenue and stopped at a red light at the Park and Ride lot driveway intersection Some of those drivers will notice a green light at the next intersection downstream (Interstate Route 95 northbound ramp) and proceed while a red light indication still glows for the Park and Ride lot driveway intersection This has the potential for resulting in some rear-end collisions To keep drivers from noticing the downstream signal green indications while red indications glow at the Park and Ride

lot driveway intersection audit participants recommended installing some technology so that the signal faces on signal heads will focus green indications on westbound drivers at the Interstate Route 95 northbound ramp only The preferential technology mentioned was horizontal louvers on the green signal faces to focus the green on the westbound direction near the ramp Alternatively optically programmed signal faces could be used to focus the green indications on the drivers as they

near the Interstate Route 95 northbound ramp

Lack of pedestrian crossing across Storey Avenue near the Park and Ride lot ndash During the three-year study period there was one collision between a vehicle and a pedestrian who was attempting to cross Storey Avenue to get to the Park and Ride lot early in the morning before sunrise The pedestrian was struck by a westbound traveling vehicle shortly after stepping off of the center median island between the Park and Ride lot driveway and the Mobil gas station The pedestrian sustained injuries Audit participants noticed that while there is a crosswalk across the Park and Ride lot driveway there is no marked crosswalk across Storey Avenue for pedestrian use at this location This Park and Ride lot intersection is a place where pedestrians from nearby residential developments like Russell Terrace cross to access the commuter bus service provided at the Park and Ride lot It is also a location City officials noted where a future bike trail known as the Whittier trail will come from the

Page 20


north to meet the existing Little River nature trail to the south across Storey Avenue Coupled with this future intersection of walkingbiking trails is the future housing that is

presently being built on an extension of Russell Terrace It is therefore anticipated that there will be even more pedestrian crossings in the future It was recommended that a crosswalk be provided across Storey Avenue with sidewalk ramps at each end that are well lit by nearby street lighting There should also be new push-button actuated pedestrian signal heads that are located at each ramp and are tied into the traffic signal controller The crosswalk should be painted across Storey

Avenue east of the Park and Ride lot driveway with a refuge area for pedestrians halfway across on the center median island This will require that pedestrian ramps are constructed on the median

Friction created by traffic turning into and out of the many corridor driveways ndash It was noted immediately prior to the site walk that there are many curb cuts for commercial uses along Storey Avenue east of the commuter Park and Ride lot driveway Traffic turning into and out of these curb cuts causes some friction to traffic traveling through on Storey Avenue Audit participants thought that the section of the Storey Avenue corridor where these curb cuts exist should be examined in further detail with some possible recommendations for improving safety The recommendation therefore was to place Storey Avenue corridor under study to consider how to manage the vehicular access and egress from the multiple developments between the Park and Ride lot and Low Street It was further recommended that the Merrimack Valley Metropolitan Planning Organization charge its planning staff with this task

Page 21


Summary of Road Safety Audit All of the safety issues and their potential safety enhancements were discussed in the previous section Table 8 provides a summary of the potential safety recommendations that were discussed by the audit team The recommendations are categorized in order of safety payoff with their associated cost time frame and responsible agency

Safety payoff estimates are subjective and may be based on the relative percent of crashes that may be reduced by the enhancement for example low (lt30) medium (31 to 70) and high (gt71) The time frame is categorized as short-term (lt1 year) mid-term (1 to 3 years) or long-term (gt3 years) The costs are categorized as low (lt$10000) medium ($10001 to $50000) or high (gt$50001)

Page 22

Road Safety Auditmdash Storey Avenue (Route 113) at Interstate Route 95 interchange ndash Newburyport MA Prepared by the Merrimack Valley Planning Commission

Table 8 Potential Safety Enhancement Summary

Safety Issue Potential Safety Enhancement Safety Payoff

Time Frame

Cost Responsible

Agency

Drivers of the trailing vehicles on the Interstate Route 95 off-ramp right-turn lanes are sometimes inattentive to the leading vehicles that are stopped

Post advance STOP and YIELD ahead (MUTCD W3-1 and W3-2) signs on the ramps (1)

Low Short-Term Low MassDOT

Incorporate the ramp right turn lanes into the intersectionsrsquo traffic signal control (2)

High Mid-Term Medium MassDOT

ldquoSquare offrdquo ramp right-turning vehicles by placing them where the left-turning vehicles presently stack (Modify signal control) (3)

High Long-Term Medium MassDOT

Drivers of vehicles on the Interstate Route 95 NB off-ramp right-turn lane sometimes treat the STOP signs as YIELD signs and roll through the STOP line

Affix visibility strips on the posts of the STOP signs in the area Low Short-Term Low MassDOT

Post advance STOP ahead (MUTCD W3-1) signs on the ramp (1) Low Short-Term Low MassDOT

Incorporate the ramp right turn lane into the intersectionrsquos traffic signal control (2)




Lack of visibility of signal heads facing Storey Avenue traffic particularly in the westbound direction (with afternoon sun glare as one of the causes)

Rotate misaligned signal head on mast arm support to properly face westbound traffic


Place backplates on the signal heads with retroreflective markings Low Short-Term Low MassDOT

Place an additional signal head on the median post to face westbound traffic at the Interstate Route 95 northbound ramps

Low Mid-Term Low MassDOT

Reconfigure the I-95 NB ramp intersection geometry to extend the median and move the westbound STOP bar up

Low Long-Term Medium MassDOT

Westbound travelers view green light at I-95NB ramp and proceed through a red light at the Park amp Ride Lot

Install louvers or opaque signal faces (or some other technology) on signal heads to focus green indications on westbound drivers at the Interstate Route 95 northbound ramp


Lack of pedestrian crossing across Storey Avenue near the Park and Ride lot

Provide a crosswalk across Storey Avenue with sidewalk ramps and street lighting and new push-button actuated pedestrian signal heads that are tied into the traffic signal controller

Medium Long-Term Low MassDOT

Friction created by traffic turning into and out of the many corridor driveways

Place Storey Avenue corridor under study to consider how to manage the vehicular access and egress from the multiple developments between the Park And Ride lot and Low Street

Low Short-Term Low MVPC

Repeat potential safety improvements include (1) Post advance STOP and YIELD ahead (MUTCD W3-1 and W3-2) signs on the ramps

(2) Incorporate the ramp right turn lanes into the intersectionsrsquo traffic signal control (3) ldquoSquare offrdquo ramp right-turning vehicles by placing them where the left-turning vehicles presently stack (Modify signal)

Page 23

Appendix A RSA Meeting Agenda

Road Safety Audit NEWBURYPORT ndash MERRIMAC STREET AT ROUTE 1 AND STOREY AVENUE (ROUTE 113) AT I-95 RAMPS

Meeting Location Newburyport City Hall Conference Room Second Floor

60 Pleasant Street Newburyport MA Monday November 19 2012

100 PM ndash 400 PM

Type of meeting High Crash Locations ndash Road Safety Audit

Attendees Invited Participants to Comprise a Multidisciplinary Team

Please bring Thoughts and Enthusiasm

100 PM Welcome and Introductions

115 PM Review of Site Specific Material

Crash Speed amp Volume Summaries ndash provided in advance

Existing Geometries and Conditions

145 PM Visit the Sites

Walk to Merrimac Street at Rt 1 and Drive to Storey Avenue (Route 113) at I-95

As a group identify areas for improvement

315 PM Post Visit Discussion Completion of RSA

Discuss observations and finalize findings

Discuss potential improvements and finalize recommendations

400 pm Adjourn for the Day ndash but the RSA has not ended

Instructions for Participants Before attending the RSA on the 19th participants are encouraged to drive andor walk

through Merrimac Street at the Route 1 ramps and drive andor walk through Storey Avenue (Route 113) at the I-95 interchange and completeconsider 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 othersrsquo 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

Appendix B RSA Audit Team Contact List

Participating Audit Team Members Date Nov 19 2012 Location Newburyport City Hall 60 Pleasant St Newburyport MA

Audit Team Members

AgencyAffiliation or Title Email Address Phone Number

Tony Furnari Newburyport DPS Director afurnaricityofnewburyportcom (978) 465-4463

Debbie Cheng Newburyport DPS dchengcityofnewburyportcom (978) 465-4464

Jon-Eric White Newburyport City Engineer jewhitecityofnewburyportcom (978) 417-1969

Andrew Port Newburyport Planning Director aportcityofnewburyportcom (978) 465-4400

Geordie Vining

Stephen Bradbury

Thomas Howard

Newburyport Planning Proj Mgr

Newburyport Fire Deputy

Newburyport Police Marshall

gviningcityofnewburyportcom

sbradburycityofnewburyportcom

thowardnewburyportpolicecom

(978) 465-4400

(978) 465-4427

(978) 465-4444

Michael Harvey Mass State Police Officer michaelharveystatemaus (978) 462-7478

Connie Raphael MassDOT District 4 Planning connieraphaelstatemaus (781) 641-8468

Sara Timoner MassDOT District 4 saratimonerstatemaus (781) 641-8435

Corey OrsquoConnor MassDOT Safety Engineer coreyoconnorstatemaus (857) 368-9638

Tony Komornick MVPC akomornickmvpcorg (978) 374-0519

Jim Terlizzi MVPC jterlizzimvpcorg (978) 374-0519

Appendix C Detailed Crash Data

Merrimack Valley MPO 2011 Regional Transp Plan 2006-2008 Crash List

c it ommun tv I t ctmiddot n erse I On METHUEN INTERSTATE 93 ANDOVER INTERSTATE 93 HAVERHILL INTERSTATE 495 ANDOVER INTERSTATE 93 METHUEN INTERSTATE 93 HAVERHILL INTERSTATE 495 METHUEN INTERSTATE 495 METHUEN ROUTE 213 LAWRENCE INTERSTATE 495 ANDOVER INTERSTATE 93 LAWRENCE INTERSTATE 495 NORTH ANDOVER INTERSTATE 495 ANDOVER INTERSTATE 93 METHUEN INTERSTATE 93 HAVERHILL INTERSTATE 495 HAVERHILL INTERSTATE 495 HAVERHILL INTERSTATE 495 METHUEN INTERSTATE 495 NORTH ANDOVER TURNPIKE STREET GEORGETOWN INTERSTATE 95 NEWBURYPORT INTERSTATE 95 NORTH ANDOVER MASSACHUSETTS AVENUE METHUEN PLEASANT STREET NORTH ANDOVER TURNPIKE STREET LAWRENCE WINTHROP AVENUE MERRIMAC INTERSTATE 495 HAVERHILL WATER STREET HAVERHILL MAIN STREET AMESBURY INTERSTATE 95 HAVERHILL WINTER STREET LAWRENCE WINTHROP AVENUE METHUEN ROSEWOOD ROAD AMESBURY INTERSTATE 495 LAWRENCE SOUTH BROADWAY AMESBURY INTERSTATE 495 GROVELAND MAIN STREET AMESBURY INTERSTATE 95 HAVERHILL LAFAYETTE SQUARE ROWLEY NEWBURYPORT TURNPIKE METHUEN PARK STREET LAWRENCE WATER STREET SALISBURY MERRILL STREET METHUEN LOWELL STREET AMESBURY MACY STREET AMESBURY MAIN STREET HAVERHILL GROVELAND STREET HAVERHILL WINTER STREET METHUEN BROADWAY HAVERHILL WASHINGTON STREET METHUEN PLEASANT VALLEY STREET LAWRENCE COMMON STREET LAWRENCE PARK STREET

HAVERHILL STREET INTERSTATE 495 ROUTE 125 DASCOMB ROAD PELHAM STREET ROUTE 110 MERRIMACK STREET ROUTE 28 ROUTE 28 RIVER ROAD ROUTE 114 MASSACHUSETTS AVENUE LOWELL STREET ROUTE 213 ROUTE125CONNECTOR ROUTE 110 ROUTE 97 ROUTE 213 ANDOVER BY PASS ROUTE 133 STOREY AVENUE CHICKERING ROAD HOWE STREET ANDOVER STREET SOUTH UNION STREET BROAD STREET BRIDGE STREET GINTY BOULEVARD ROUTE 110 SUMMER STREET PARKER STREET BROADWAY ROUTE 110 ANDOVER STREET ROUTE 150 GROVELAND BRIDGE INTERSTATE 495 LAFAYETTE AVENUE HAVERHILL STREET LAWRENCE STREET BROADWAY ELM STREET HAVERHILL STREET ELM STREET MACY STREET LINCOLN AVENUE WHITE STREET LAWRENCE STREET ESSEX STREET UNNAMED ROAD AMESBURY STREET BRUCE STREET

c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70

Collision Diagrams Summarized from 2008 to 2010 Crash Data and Reports

COLLISION DIAGRAM Locationmiddot Route 113 (Storey Avenue l at the Mobil Gas Station Driveway Time Periodmiddot Jan 1 2008 - Dec 31 2010 1 1

-~ -~ ~

~ _ _

~ ~ ~ -~ ~

s I ~ c=o iiimiddot -

Storey ) A venus l__

_ 2 3

_r-

Route 113 9

I Notto Scale

DATE TIME TYPE K I LIGHf ROAD POLICE DEPT Smbol Legend 1 112708 727PM Turning Move 0 0 Dark Lit Dry Local Police - Vehicle

2 12609 3 35 PM Turning Move 0 2 Daylight Dry Local Police -~ Pedestrian

3119(10 Daylight D Fixed ObjectParked

3 3 38PM Rear-End 0 1 Dry Local Police

4 Collision Type

5 Head On

6 _) Head On Turning Moves

7

8 I Angle

9

10 ____r Angle Turning Move

11 ~ Angle Turning Move

12 ( Angle Turning Move 13

14 == Side Swipe Same Direction

15 ~ Side Swipe Opp Direction

16 J Side Swipe Lane Change

17

18 Rear End

19 ~ ((~ Rear End Backing

20

21 -+Cl Single Vehicle Hit Fixed Object

22 ~ Single Vehicle Ran Off Road

23 I I Single Vehicle Pedestrian

24 ----4 25

COLLISION DIAGRAM Locationmiddot Route 113 (Storey Avenue l at the Park and Ride Lot Drive Time Periodmiddot Jan 1 2008 - Dec 31 2010 1 1

-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

DATE TIME TYPE K I LIGHf ROAD POLICE DEPT Smbol Legend 1 42008 220PM Rear-End 0 1 Daylight Dry Local Police - Vehicle

2 72908 7 20AM Rear-End 0 1 Daylight Dry Local Police --o Pedestrian


3 3 58 PM Rear-End 0 0 Wet Local Police

4 819(08 418PM Rear-End 0 0 Daylight Dry Local Police Collision Type

5 1115(08 1252PM Rear-End 0 0 Daylight Wet Local Police Head On

6 3129(09 1109AM Turning Move 0 0 Daylight Wet Local Police _) Head On Turning Moves

7 50609 11 03PM Rear-End 0 0 Dark Lit Wet Local Police

8 72809 418AM Pedestrian 0 1 Dark Lit Dry Local Police I Angle

9 111809 627PM Rear-End 0 1 Dark Lit Dry Unknown ____r Angle Turning Move

10 21810 402PM Rear-End 0 1 Daylight Dry Local Police

11 317(10 5 35 PM Angle 0 4 Daylight Dry Unknown ~ Angle Turning Move

12 615(10 5 54 PM Rear-End 0 0 Daylight Dry Local Police ( Angle Turning Move 13 110410 712PM Angle 0 2 Dark Lit Wet Local Police

14 121510 5 08PM Rear-End 0 0 Dark Lit Dry Local Police == Side Swipe Same Direction



17

18 Rear End


20




24 ~

25

COLLISION DIAGRAM Locationmiddot Route 113 (Storey Avenue l at Interstate Route 95 northbound ramps Time Periodmiddot Jan 1 2008 - Dec 31 2010 1 1

lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale

t DATE TIME TYPE K I LIGHf ROAD VIOLATIONS Smbol Legend 1 11408 945AM Angle 0 0 Daylight Snow Unknown - Vehicle

2 32908 1245 AM Unknown 0 0 Daylight Dry Unknown -~ Pedestrian

42708 Side swipe Dry Cl Fixed ObjectParked

3 900PM 0 0 Dark Lit Unknown

4 90608 5 58 PM Single Vehicle 0 0 Dark Lit Wet Unknown Collision Type

5 1111108 345PM Side swiQe 0 0 Daylight Dry Unknown Head On

6 1103109 240AM Single Vehicle 0 0 Dark Lit Dry Unknown _) Head On Turning Moves

7 11309 907AM Rear-End 0 0 Daylight Dry Unknown

8 211709 1130AM Rear-End 0 0 Daylight Dry None --- Angle

9 21809 709AM Rear-End 0 1 Daylight Dry Unknown ____r Angle Turning Move

10 21909 1012AM Single Vehicle 0 0 Daylight Dry Unknown

11 5106109 400PM Rear-End 0 0 Daylight Dry F ai I care to stop ~ Angle Turning Move

12 50609 410PM Rear-End 0 0 Daylight Dry Unknown ( Angle Turning Move 13 50709 900PM Angle 0 1 Dark Lit Wet Ran red light

14 53009 158 PM Rear-End 0 1 Daylight Dry None ==t Side Swipe Same Direction

15 70609 915AM Unknown 0 1 Daylght D_ry Unknown ~ Side Swipe Opp Direction

16 72309 6 00AM Rear-End 0 0 Dusk Dry Fail care to stop

Daylight J Side Swipe Lane Change 17 72809 1216PM Rear-End 0 0 Dry Unknown

18 92309 1255 PM Rear-End 0 0 Daylight Dry Fail care to stop Rear End

19 102609 630AM S mgle Vehicle 0 0 Dawn Dry Unknown q (bull Rear End Backing

20 122110 205 PM Rear-End 0 0 Daylight Dry Unknown

21 12710 5 53 PM Rear-End 0 0 Dark Lit Dry Unknown --+0 Single Vehicle Hit Fixed Object

22 302110 103AM Rear-End 0 3 Dark Lit Wet Unknown ~ Single Vehicle Ran Off Road

23 31410 3 08PM Rear-End 0 0 Daylight Wet Unknown I

Single Vehicle Pedestrian 24 42610 259AM Smgle Vehicle 0 0 Dark Lit Dry Unknown ~

25 612110 1205 PM Single Vehicle 0 0 Daylight Dry Unknown


lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I

DATE TIME TYPE K I LIGHT ROAD VIOLATIONS Smbol Legend 26 822110 1205 PM Rear-End 0 0 Daylight Drv Unknown - Vehicle

27 112810 3 53 PM Rear-End 0 0 Daylight Drv None -~ Pedestrian

121710 Daylight Dry Cl Fixed ObjectParked

28 1025 AM Rear-End 0 0 None

29 Collision Type

30 Head On

31 _ Head On Turning Moves

32

33 I Angle

34

35

____r Angle Turning Move

36 ---1 Angle Turning Move


39 = Side Swipe Same Direction


41 =r Side Swipe Lane Change 42

43 Rear End


45

46 --+0 Single Vehicle Hit Fixed Object


48 I

Single Vehicle Pedestrian 49 ---4 50

COLLISION DIAGRAM Locationmiddot Route 113 (Storey Avenue l at Interstate Route 95 southbound ramps Time Periodmiddot Jan 1 2008 - Dec 31 2010

I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale

DATE TIME TYPE K I LIGHf ROAD VIOLATIONS Smbol Legend 1 211508 152AM Single Vehicle 0 0 Dark Lit Drv Unknown - Vehicle

2 61008 1200AM Single Vehicle 0 0 Dark Lit Drv Unknown -~ Pedestrian


3 423PM Unknown 0 0 Unknown

4 82408 957AM Single Vehicle 0 1 Daylight Dry Unknown Collision Type

5 90108 320AM Rear-End 0 1 Daylight Dry Unknown Head On

6 9102108 120 PM Rear-End 0 1 Daylight Dry Unknown _) Head On Turning Moves

7 122508 959PM Single Vehicle 0 1 Daylight Dry Unknown

8 123008 1130AM Rear-End 0 0 Daylight Dry Unknown --- Angle

9 10709 929 PM Rear-End 0 1 Dark Lit Ice Unknown ____r Angle Turning Move

10 22009 1045PM Rear-End 0 0 Dark Lit Drv None

11 42109 615AM Rear-End 0 0 Dawn Water Unknown ~ Angle Turning Move

12 62409 429PM Rear-End 0 0 Daylight Dry Fail use care in stop ( Angle Turning Move 13 80309 815PM TummgMove 0 0 Dark Lit Dry Unknown

14 102409 5 26 PM Single Vehicle 0 0 Daylight Wet Unknown ==t Side Swipe Same Direction

15 110809 412PM TummgMove 0 2 Daylght D_ry Unknown ~ Side Swipe Opp Direction

16 11116109 558AM Single Vehicle 0 0 Dark Lit Dry Unknown

Daylight J Side Swipe Lane Change 17 30210 3 08PM Rear-End 0 0 Dry None

18 511010 917PM TummgMove 0 0 Dark Lit Drv Unknown Rear End

19 72610 425PM Turning Move 0 0 Daylight Dry None q (bull Rear End Backing


21 122010 257 PM Rear-End 0 0 Daylight Ice Unknown --+0 Single Vehicle Hit Fixed Object


23 I

Single Vehicle Pedestrian 24 ~

25

MassDOTRMV Crash Report Summaries 2008 2009 and 2010

MassDOT Crash Report for NEWBURYPORT for the year 2008

Crash Number

Crash Date

Crash Time Crash Severity

Number of Vehicles

Total Nonfatal Injuries

Total Fatal Injuries

Manner of Collision

Vehicle Action Prior to Crash

Vehicle Travel Directions Most Harmful Events Vehicle Configuration

Road Surface Condition

Ambient Light

Weather Condition

At Roadway Intersection

Distance from Nearest Roadway Intersection

Distance from Nearest Exit

Distance from Nearest Landmark

X Coordinate

Y Coordinate

Storey Avenue (Route 113) at Interstate 95 southbound ramps

2284365 15-Feb-2008

152 AM

Property damage only (none injured) 1 0 0

Single vehicle crash

V1 Travelling straight ahead V1Southbound

V1 Collision with other movable object V1 Passenger car Dry

Dark - roadway not lighted Clear Rte 95 S

Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM



V1 Travelling straight ahead V1Southbound V1 Collision with animal - deer V1 Passenger car Dry

Dark - roadway not lighted Clear

Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported

V1 Not reported V2Travelling straight ahead

V1Not reported V2Southbound

V1 Not reported V2 Cargoequipment loss or shift

V1 Passenger car V2Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight Clear Rte 95 S

Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008

957 AM Non-fatal injury 1 1 0


V1 Travelling straight ahead V1Southbound V1 Collision with tree

V1 Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight Clear Rte 95 S

Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008

320 AM Non-fatal injury 2 1 0 Rear-end

V1 Travelling straight ahead V2Not reported

V1Southbound V2Not reported

V1 Not reported V2 Not reported

V1 Passenger car V2Not reported Dry Daylight Clear

Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-

120 PM Non-fatal injury 2 1 0 Rear-end

V1 Slowing or stopped in traffic V2Travelling straight ahead

V1Eastbound V2Eastbound


V1 Passenger car V2Passenger car Dry Daylight Clear

Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008

959 PM Non-fatal injury 1 1 0


V1 Travelling straight ahead V1Southbound V1 Collision with guardrail V1 Passenger car Dry

Dark -roadway not lighted

Not Reported Rte 95 S

Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM

Property damage only (none injured) 2 0 0 Rear-end

V1 Slowing or stopped in traffic V2Slowing or stopped in traffic

V1Southbound V2Southbound

V1 Collision with motor vehicle in traffic V2 Collision with motor vehicle in traffic

V1 Passenger car V2Passenger car Dry Daylight Clear Rte 95 S

Exit 57 on Rte 95 S 2477898 9520224

Storey Avenue (Route 113) at Interstate 95 ramps

2457555 12-Aug-2008





V1 Not reported V2Not reported Dry Daylight Clear

Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008


V1 Entering traffic lane V2Entering traffic lane



V1 Passenger car V2Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight Clear

AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-



V1Westbound V2Westbound



STOREY AVENUE Rte 113 Rte 95 2478225 9520287

2435874

26-Dec-2008

540 AM Unknown 2 0 0 Rear-end

V1 Slowing or stopped in traffic V2Unknown

V1Southbound V2Eastbound


V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Light truck(van mini-van panel pickup sport utility) with only four tires Dry

Dark -lighted roadway Cloudy Rte 95

Exit 57 on Rte 95 2477898 9520224

Storey Avenue (Route 113) at Interstate 95 northbound ramps

2277125 14-Jan-2008

945 AM

Property damage only (none injured) 2 0 0 Angle

V1 Travelling straight ahead V2Travelling straight ahead

V1Northbound V2Northbound


V1 Passenger car V2Tractorsemi-trailer Snow Daylight Snow Rte 95 N

Exit 57 on Rte 95 N

WHITTIER BRIDGE 2478228 9520284

2453017 29-Mar-2008

1245 PM


Not reported

V1 Slowing or stopped in traffic V2Turning right

V1Not reported V2Not reported


V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Passenger car Dry Daylight Clear

Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM


Sideswipe same direction

V1 Travelling straight ahead V2Changing lanes



V1 Passenger car V2Passenger car Dry

Dark -roadway not Cloudy Rte 95 N

Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM



V1 Travelling straight ahead V1Northbound V1 Collision with median barrier

V1 Light truck(van mini-van panel pickup sport Wet

Dark -unknown Rain Rte 95 N

Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM



V1 Travelling straight ahead V2Turning right



V1 Tractorsemi-trailer V2Not reported Dry Dusk Clear Rte 95

Exit 57 on Rte 95 2478222 9520243

Storey Avenue (Route 113) at 76 Storey Avenue (Mobil Gas Station) driveways

2405298 27-Nov-

727 PM Unknown 2 0 0 Angle

V1 Travelling straight ahead V2Turning left

V1Westbound V2Eastbound



lighted roadway Clear

76 STOREY

10 feet W from MOBIL ON 2481076 9521837

Storey Avenue (Route 113) at the Park and Ride Lot Driveway

2315471 20-Apr-2008


V1 Slowing or stopped in traffic V2Travelling straight ahead V3Slowing or stopped in traffic

V1Westbound V2Westbound V3Westbound

V1 Collision with motor vehicle in traffic V2 Collision with parked motor vehicle V3 Collision with motor vehicle in traffic

V1 Passenger car V2Passenger car V3Passenger car Dry Daylight Clear

90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008


V1 Travelling straight ahead V2Slowing or stopped in traffic



V1 Single-unit truck (2-axle 6-tire) V2Passenger car Dry Daylight

ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008

358 PM Unknown 2 0 0 Rear-end




V1 Passenger car V2Passenger car Wet Daylight ClearRain

80 STOREY


2363463 19-Aug-2008

418 PM


V1 Travelling straight ahead V2Slowing or stopped in traffic V3Slowing or stopped in traffic


V1 Collision with motor vehicle in traffic V2 Collision with motor vehicle in traffic V3 Collision with motor vehicle in traffic


90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM


V1 Slowing or stopped in traffic V2Changing lanes



V1 Passenger car V2Passenger car Wet Daylight Rain

76 STOREY

30 feet E from PARK AND RIDE 2481076 9521837


Crash Number

Crash Date


Number of Vehicles



Manner of Collision


Vehicle Travel Directions Most Harmful Events

Vehicle Configuration

Surface Conditio n Ambient Light

Weather Condition


Nearest Roadway Intersection



X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end

V1 Slowing or stopped in traffic V2Parked

V1Southbound V2Northbound

V1 Collision with parked motor vehicle V2 Collision with motor vehicle in traffic

V1 Passenger car V2Passenger car Ice

Dark - roadway not lighted

Sleet hail (freezing rain or drizzle) Rte 95 S

Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end

V1 Not reported V2Slowing or stopped in


V1 Not reported V2 Collision with motor vehicle in traffic

V1 Not reported V2Passenger car Dry


Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end

V1 Changing lanes V2Travelling straight ahead



V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Passenger car

Water (standing moving) Dawn


Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end




V1 Passenger car V2Passenger car Dry Daylight Cloudy

RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on


V1Westbound V2Southbound



Dark - lighted roadway Clear

STOREY AVENUE Rte 95 S 2477889 9520316

2530675 24-Oct-2009

526 PM



V1 Travelling straight ahead V1Northbound V1 Collision with tree

V1 Light truck(van mini-van panel pickup sport utility) with only four tires Wet Daylight Rain Rte 95 S

Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009

412 PM Non-fatal injury 2 2 0 Angle

V1 Entering traffic lane V2Travelling straight ahead

V1Southbound V2Westbound



RAMP-RT 95 SB TO RT 113 STOREY AVENUE Rte 113 W 2476689 9519702

2547455 16-Nov-2009

558 AM



V1 Travelling straight ahead V1Southbound V1 Collision with tree V1 Passenger car Dry


Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM


Single vehicle crash V1 Turning right V1Northbound V1 Overturnrollover V1 Passenger car Dry

Dark - roadway not lighted Clear Rte 95 N

Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end

V1 Unknown V2Unknown




INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end

V1 Not reported V2Not reported



V1 Not reported V2Light truck(van mini-van panel pickup sport utility) Dry Daylight

Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end




V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Truck trailer Dry Daylight Clear Rte 95

Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM



V1 Travelling straight ahead V1Northbound V1 Collision with guardrail

V1 Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight

Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end

V1 Travelling straight ahead V2Slowing or




STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end

V1 Slowing or stopped in traffic V2Slowing or




RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009



V1Westbound V2Northbound


V1 Passenger car V2Light truck(van mini-van panel pickup sport utility) with only four tires Wet

Dark - lighted roadway Cloudy

STOREY AVENUE Rte 113 INTERSTATE 95 2477902 9520127

2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction

V1 Leaving traffic lane V2Not reported

V1Northbound V2Not reported

V1 Collision with motor vehicle in traffic V2 Not reported

V1 Motorcycle V2Not reported Dry Daylight Clear

STOREY AVENUE Rte 95 2478211 9520476

2646960 06-Jul-2009


Not reported

V1 Travelling straight ahead V1Northbound V1 Not reported V1 Not reported Dry Daylight Clear

INTERSTATE 95 Rte 95 RAMP - RT 113 TO RT 95 NB Rte 113

2501158 23-Jul-2009

600 PM


Rear-end




V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Light truck(van Dry Dusk Cloudy

RAMP-RT 95 NB TO RT 113 STOREY AVENUE Rte 113 E 2479341 9520837

2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end




V1 Passenger car V2Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight

Not Reported


2538066 26-Oct-2009

630 AM



V1 Travelling straight ahead V1Northbound V1 Collision with animal - deer V1 Passenger car Dry Dawn Clear

INTERSTATE 95 Rte 95 N RAMP-RT 95 NB TO RT 113

BEFORE RTE 113 2478807 9513718

Storey Avenue (Route 113) at 76 Storey Avenue (Mobil Gas Station driveways)

2434449 26-Jan-2009


V1 Entering traffic lane V2Travelling straight




76 STOREY AVENUE

MOBIL SERVICE 2481076 9521837

Storey Avenue (Route 113) at Park and Ride Lot Drive

2452944 29-Mar-2009

1109 AM



V1Northbound V2Westbound


V1 Passenger car V2Passenger car Wet Daylight CloudyRain

90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end




V1 Passenger car V2Passenger car Wet Daylight Cloudy

90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle

V1 Travelling straight ahead V1Westbound V1 Collision with pedestrian V1 Passenger car Dry


76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end




V1 Not reported V2Not reported Dry

Dark - lighted roadway ClearCloudy

80 STOREY AVENUE 2475825 9519279

MassDO T Crash Report for NEWBURYPORT for the year 2010

Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end

V1 Slowing or stopped in traffic V2Not reported




Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM

Non-fatal injury 2 1 0 Angle




V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Passenger car Dry


82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM


V1 Slowing or stopped in traffic V2Turning left



V1 Passenger car V2Bus (seats for more than 15 people including driver) Dry Daylight Clear

Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end




V1 Passenger car V2Passenger car Ice Daylight SnowCloudy

STOREY AVENUE Rte 95 S

ROUTE 95 SOUTH OF RAMP 2477889 9520316


2571604 22-Jan-2010

205 PM


Rear-end

V1 Turning right V2Turning right




82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM

Non-fatal injury 2 3 0

Rear-end




V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Passenger car Wet

Dark - roadway not lighted Cloudy Rte 95 N

Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM


Single vehicl e crash V1 Travelling straight ahead V1Northbound

V1 Collision with highway traffic sign post V1 Passenger car Wet Daylight Rain Rte 95 N

Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010

259 AM Not Reported 1 0 0

Single vehicl e crash V1 Travelling straight ahead V1Northbound V1 Collision with animal - deer

V1 Light truck(van mini-van panel pickup sport utility) with only four tires Dry


Not Reported Rte 95 N

Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM


Single vehicl e crash V1 Travelling straight ahead V1Northbound V1 Collision with guardrail

V1 Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight Clear

Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end





82 STOREY AVENUE Rte 95

2673682 17-Dec-2010

1025 AM


Rear-end




V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight Clear Rte 95 N

Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end




V1 Single-unit truck (2-axle 6-tire) V2Passenger car V3Light truck(van mini-van panel pickup sport utility) with only four tires Dry Daylight Clear

STOREY AVENUE Rte 113 E

MOBIL ON THE RUN 2481136 9521976

2667019 22-Nov-2010

716 PM


Rear-end


V1Westbound V2Not reported


V1 Passenger car V2Not reported Dry


79 STOREY AVENUE 2482749 9523001

Storey Avenue (Route 113) at 80 Storey Avenue (Park and Ride Lot) driveways

2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end

V1 Travelling straight ahead V2Travelling straight ahead V3Travelling straight ahead



V1 Light truck(van mini-van panel pickup sport utility) with only four tires V2Passenger car V3Passenger car Dry Daylight Clear

76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM





V1 Passenger car V2Passenger car Wet

Dark - lighted roadway RainCloudy

80 STOREY AVENUE PKLOT 2475825 9519279

2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914

Newburyport Police Department Crash Reports for 2008 2009 and 2010 Route 113 (Storey Avenue) at the Mobil gas station driveways

Newburyport Police Department Crash Reports for 2008 2009 and 2010 Route 113 (Storey Avenue) at the Commuter Park and Ride Lot Driveway

Newburyport amp State Police Dept Crash Reports for 2008 2009 and 2010 Route 113 (Storey Avenue) at the Interstate 95 northbound ramps

Newburyport amp State Police Dept Crash Reports for 2008 2009 and 2010 Route 113 (Storey Avenue) at the Interstate 95 southbound ramps

Appendix D Roadway Speed Data

Appendix E Crash Rate Calculation

ifiaSSDOT ~Highway

INTERSECTION CRASH RATE WORKSHEET

CITYfTOWN _Ne_wb_u-ry~p~ort ___________ _ COUNT DATE May 2010

DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION

PEAK HOURLY VOLUMES (PM)

K FACTOR

UNSIGNALIZED SIGNALIZED

- INTERSECTION DATA -


Interstate Route 95 southbound off-ramp

Interstate Route 95 southbound on-ramp

n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)

Storey Ave (Rte 113J J ~ l

-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES

Storey Ave 1-95 SB ramp

WB SB

826 519

INTERSECTION ADT ( V) =TOTAL DAILY APPROACH VOLUME

Total Peak Hourly

Approach Volume

1858

20876

OF D AVERAGEOF G TOTAL OF CRASHES 21 YEARS CRASHES PER YEAR ( 700

A) middot-------------------middot-----------------------------------------------------------------middot

CRASH RATE CALCULATION 092

Comments

RATE= (A 1000000)

( v 365)

Project Title amp Date Newburyport Route 113 at Interstate Route 95 interchange Road Safety Audit (031 3)

maSSDOT rll Highway


CITY TOWN _Ne_w_b_ur~YJPO~rt ------------ COUNT DATE May 2010

DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR




Interstate Route 95 northbound off-ramp

Interstate Route 95 northbound on-ramp

North

Storey Ave

EB

800

1 0089 1

I Storey Ave (Rte 113)

I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES

Storey Ave 1-95 NB ramp

WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079

TOTAL OF CRASHES bull 8 OF CJ AVERAGE OF G YEARS CRASHES PER YEAR ( 933

A)

middot------------------------------------------------------------------------------------middot CRASH RATE CALCULATION I 091

Comments

RATE= (A 1000000)

( v 365)

Project Title amp Date Newburyport Route 113 at Interstate Route 95 interchange Road Safety Audit (0313)

massoor Ill Highway


CITYfTOWN _Ne_wbur--yp_o_rt------------- COUNT DATE May 2010

DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR




Park and Ride Commuter Lot Driveway

J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241

W=middot--middot bull vmiddotmiddotmiddot middot middotmiddotmiddot=

24- 941~

PEAK HOUR VOLUMES

Storey Ave Lot Driveway

WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191

OF D AVERAGEOF G TOTAL OF CRASHES 14 YEARS 3 CRASHES PER YEAR ( 467

A)

middot----------middot-------------------------------------------------------------------------middot CRASH RATE CALCULATION 049

Comments

RATE= (A 1000000)

( v 365)


Appendix F Intersection Operations Analysis Methodology and Results

OPERATIONS ANALYSIS METHODOLOGY

Level of Service

A primary result of capacity analyses is the assignment of level of service to traffic facilities under various traffic flow conditions Level of service is a qualitative measure describing operational conditions within a traffic stream and the perception of these conditions by motorists andor passengers A level of service definition provides an index to the quality of traffic flow in terms of such factors as speed travel time freedom to maneuver traffic interruptions comfort convenience and safety

Six levels of service are defined for each type of facility They are given letter designations from A to F with level-of-service (LOS) A representing the best operating conditions and LOS F representing the worst

Since the level of service of a traffic facility is a function of the traffic flows placed upon it such a facility may operate at a wide range of levels of service depending on the time of day day of week or period of year

Signalized Intersections

The six levels of service for signalized intersections may be described as follows

LOS A describes operations with very small delay most vehicles do not stop at all

LOS B describes operations with relatively small delay however more vehicles stop than LOS A

LOS C describes operations with higher delays Individual cycle failures may begin to appear in this level The number of vehicles stopping is significant at this level although many still pass through the intersection without stopping

LOS D describes operations with delay in the range where the influence of congestion becomes more noticeable Many vehicles stop and individual cycle failures are noticeable

LOS E describes operations with high delay values Individual cycle failures are frequent occurrences

LOS F describes operations with high delay values that often occur with over-saturation Poor progression and long cycle lengths may also be major contributing causes to such delay levels

Evaluation Criteria

Evaluation criteria used in the capacity analyses are described below


Levels of service for signalized intersections are calculated using the operational analysis methodology of the latest Highway Capacity Manual The capacity analyses for these facilities measures the average delay to drivers from signal control This method assesses the effect of signal type timing phasing progression vehicle mix and geometrics on delay Level-of-service designations are based solely on the criterion of calculated control delay also known as signal delay Control delay includes the initial deceleration delay queue move-up time stopped delay and final acceleration delay Delay can also be a measure of driver discomfort frustration fuel consumption and increased travel time Table A-1 summarizes the relationship between level of service and delay The tabulated delay criterion may be applied in assigning LOS designations to individual lane groups intersection approaches or to entire intersections

Table A-1 LEVEL-OF-SERVICE CRITERIA FOR

SIGNALIZED INTERSECTIONSa

Level of Average Control DelayService (seconds per vehicle)

A lt=10 B gt10 and lt=20 C gt20 and lt=35 D gt35 and lt=55 E gt55 and lt=80 F gt80

aSource Highway Capacity Manual Transportation Research Board Washington DC 2010 Exhibit 16-2 page 16-2

Appendix G Road Safety Audit References

Road Safety Audit References

Massachusetts Traffic Safety Toolbox Massachusetts Highway Department wwwmhdstatemaussafetytoolbox

Road Safety Audits A Synthesis of Highway Practice NCHRP Synthesis 336 Transportation Research Board National Cooperative Highway Research Program 2004

Road Safety Audits Institute of Transportation Engineers and US Department of Transportation Federal Highway Administration wwwroadwaysafetyauditsorg

FHWA Road Safety Audit Guidelines US Department of Transportation Federal Highway Administration 2006

Road Safety Audit 2nd edition Austroads 2000

Road Safety Audits ITE Technical Council Committee 4S-7 Institute of Transportation Engineers February 1995


Table of Contents Background 1

Project Data 2

Project Location and Description 3

Audit Observations and Potential Safety Enhancements17

Summary of Road Safety Audit22

List of Figures

Figure 1 Site Locus Map (Source USGS) 4 Figure 2 Aerial Orthogonal Photo of Storey Avenue at I-95 (Source Pictometry 40412) 6 Figure 3 Existing Weekday Morning and Evening Peak Hour Traffic Volumes (Source VHB) 10

List of Tables

Table 1 Participating Audit Team Members 2 Table 2 Traffic Volume Summary 9 Table 3 Route 113 at Interstate 95 ramps Crash Summary (2008 ndash 2010) 11 Table 4 Route 113 at Interstate Route 95 ramps Intersection Crash Rates 13 Table 5 Storey Av (Rt 113) at I-95 SB ramp Operations Analysis Results 14 Table 6 Storey Av (Rt 113) at I-95 NB ramp Operations Analysis Results 15 Table 7 Storey Av (Rt 113) at PampR Lot Drive Operations Analysis Results 15 Table 8 Potential Safety Enhancement Summary 23

List of Appendices

Appendix A RSA Meeting Agenda Appendix B RSA Audit Team Contact List Appendix C Detailed Crash Data Appendix D Roadway Speed Data Appendix E Crash Rate Calculation Appendix F Intersection Operations Analysis Methodology and Results Appendix G Road Safety Audit References





Page 1























Interstate Route 95





Page 3




Page 4










Page 5




Page 6








Page 7







Page 8


Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria





















Page 1




















Page 2




Interstate Route 95








Page 4










Page 5




Page 6








Page 7







Page 8


Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria




































Page 2




Interstate Route 95





Page 3













Page 5




Page 6








Page 7







Page 8


Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria




















Interstate Route 95





Page 3




Page 4













Page 6








Page 7







Page 8


Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria




















Page 4










Page 5











Page 7







Page 8


Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


























Page 5




Page 6














Page 8


Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria




















Page 6








Page 7








Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria
























Page 7







Page 8


Traffic Volumes












______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria























Page 8


Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale



Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















Traffic Volumes












Page 9

______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100













Page 12











Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria

















______________________________________________________________________________



N

Not to Scale


N

Not to Scale


Page 10


Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11



















Page 13


Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















Crash History



Tot

al




66 11 37 12 2 1 3 46 20 0 53 11 2 44 3 19 23 43 17 56 18 3 2 4 70 30 0 80 17 3 67 4 29 35 65



7 57 21 7 0 7 82 18 0 82 14 4 68 7 25 46 54


21 72 0 0 8 0 50 50 0 64 36 0 64 0 36 21 79


67 33 0 0 0 0 33 67 0 100 0 0 100 0 0 0 100





Page 11









Page 12












Operations Analysis


Existing Conditions








Page 14













Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria

























Page 12











Page 13


Operations Analysis


Existing Conditions




















Page 15



Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria



























Page 13


Operations Analysis


Existing Conditions








Page 14















Page 16






Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















Operations Analysis


Existing Conditions








Page 14













Page 15








Page 17





Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria





























Page 15



Page 16










Page 18






Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria



















Page 16






Page 17










Page 19






Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria






















Page 17





Page 18











Page 20






Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria





















Page 18






Page 19











Page 21




Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria






















Page 19






Page 20









Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria






















Page 20






Page 21







Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria






















Page 21




Page 22




Time Frame

Cost Responsible

Agency






































100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria




















Page 22




Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria




















Time Frame

Cost Responsible

Agency


































Page 23





100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria





















100 PM ndash 400 PM





















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria



















Audit Team Members






Geordie Vining

Stephen Bradbury

Thomas Howard







(978) 465-4400

(978) 465-4427

(978) 465-4444











c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria





















c h ras es 465 303 215 155 184 135 145 172 142 163 145 114 100 107 93 94 92 68 67 60 59 58 75 54 46 55 73 58 46 59 47 53 44 45 39 40 35 58 49 31 49 39 34 37 36 45 40 54 44 45 23 24

EPDO s core

877 657 459 346 333 328 312 304 300 275 270 253 224 214 205 184 173 161 161 154 135 133 126 125 123 121 120 114 105 105 105 104 103 96 94 90 87 86 86 86 84 81 78 77 76 75 74 73 72 71 70 70



-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria



















-~ -~ ~

~ _ _

~ ~ ~ -~ ~



_ 2 3

_r-

Route 113 9

I Notto Scale





4 Collision Type

5 Head On


7

8 I Angle

9







17

18 Rear End


20




24 ----4 25


-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















-middot ~ --__ -1 1111= ---= -

Storey ~ -~ A venue

13

1-- cr-_J 134571214 I 8

2 6 ~ ~

9 Route 113

I Notto Scale

















17

18 Rear End


20




24 ~

25


lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















lli

Clf ~ ~ -

Storey A VB nUB

~ a 1i

-_r3 12 17 2128

Route 113 (

~ ~ 9 8 11 14 16 18

~ 20262728 c

I ~ -~ l ~

Notto Scale



























lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















lli

Clf ~ ~ -

Storey A venue

~ a 1i

-_r3 12 17 2128

Route 113 (

~ -9 8 11 14 16 18

~ 20262728 ~

I ~ -~ i ~

Notto Scale ~

I





29 Collision Type

30 Head On


32

33 I Angle

34

35







43 Rear End


45



48 I



I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















I

~ ~ Q CIQ

ri ~

10 12 -11

~17 g

~ ) Storsy A venue

L- 13 15 Lr- 19

____r 18

-- Route 113

9 bull ~ ~ -Q

I CIQ ~ --~ ~ ~

Notto Scale























23 I


25



Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria



















Crash Number

Crash Date


Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2284365 15-Feb-2008

152 AM






Exit 57 on Rte 95 S 2477898 9520224

2333922 10-Jun-2008

0000 AM





Rte 95 S Rte 113 2477891 9520313

2337944 15-Jun-2008

423 PM


Not reported





Exit 57 on Rte 95 S 2477898 9520224

2379430 24-Aug-2008





Exit 57 on Rte 95 S 2477898 9520224

2484617

01-Sep-2008






Rte 95 S Rte 113 2477891 9520313

2483304 02-Sep-






Rte 113 E Rte 113 E Rte 95 S 2477902 9520127

2421880

25-Dec-2008






Exit 57 on Rte 95 S 2477898 9520224

2418174 30-Dec-

1130 AM






Exit 57 on Rte 95 S 2477898 9520224


2457555 12-Aug-2008






Rte 95 Rte 113 2478228 9520281

2511665

06-Sep-2008






AVENUE Rte 95 Rte 113 2478219 952028

2478817 13-Dec-







2435874

26-Dec-2008







Exit 57 on Rte 95 2477898 9520224


2277125 14-Jan-2008

945 AM






Exit 57 on Rte 95 N


2453017 29-Mar-2008

1245 PM


Not reported





Rte 95 N Rte 113 E 2478228 9520281

2361427 27-Apr-2008

900 PM








Exit 57 on Rte 95 N 2478217 9520434

2391663 06-Sep-

558 PM






Exit 57 on Rte 95 N 2478217 9520434

2482093 11-Nov-

345 PM







Exit 57 on Rte 95 2478222 9520243


2405298 27-Nov-







76 STOREY



2315471 20-Apr-2008






90 STOREY AVENUE 2475485 9519114

2355185 29-Jul-2008






ClearOthe r

80 STOREY 2475825 9519279

2363488 11-Aug-2008






80 STOREY


2363463 19-Aug-2008

418 PM






90 STOREY AVENUE 2475485 9519114

2396869 15-Nov-

1252 PM






76 STOREY



Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















Crash Number

Crash Date


Number of Vehicles



Manner of Collision





Weather Condition





X Coordinate

Y Coordinate


2431191 07-Jan-2009


Rear-end







Exit 57 on Rte 95 S 24774987 95246875

2459569 20-Feb-2009

1045 PM


Rear-end






Exit 57 on Rte 95 S 2477499 9524687

2456737 21-Apr-2009

615 AM


Rear-end







Exit 57 on Rte 95 S 2477499 9524687

2492097 24-Jun-2009

429 PM


Rear-end





RAMP-RT 95 SB TO RT 113 2476223 9519606

2509295 03-Aug-2009

815 PM


Head-on







2530675 24-Oct-2009

526 PM





Exit 57 on Rte 95 S 2477499 9524687

2546679 08-Nov-2009







2547455 16-Nov-2009

558 AM





Exit 57 on Rte 95 S 2477499 9524687


2413218 03-Jan-2009

240 AM




Exit 57 on Rte 95 N 247865709 951537285

2424614 13-Jan-2009

907 AM


Rear-end





INTERSTATE 95 Rte 95 2477839 9524609

2459455 17-Feb-2009

1130 AM


Rear-end





Not Reported

RAMP-RT 95 NB TO RT 113 247982 9520957

2459458 18-Feb-2009


Rear-end





Exit 57 on Rte 95 2478657 9515373

2459562 19-Feb-2009

1012 AM





Not Reported Rte 95

Exit 57 on Rte 95 2478657 9515373

2472482 06-May-2009

410 PM


Rear-end





STOREY AVENUE

RTE 95 ON RAMP 2480045 9521201

2472156 06-May-2009

400 PM


Rear-end





RAMP-RT 95 NB TO RT 113 2479855 9520998

2467112 07-May-2009








2492089 30-May-2009


Rear-end





RAMP-RT 95 NB TO RT 113 2479807 9520941

2485954 12-Jun-2009

730 PM


pe same direction






2646960 06-Jul-2009


Not reported



2501158 23-Jul-2009

600 PM


Rear-end






2500115 28-Jul-2009

1216 PM


Rear-end





STOREY AVENUE

NEAR 95 NB ON RAMP 248021 9521467

2523843 23-Sep-2009

1255 PM


Rear-end





Not Reported


2538066 26-Oct-2009

630 AM





BEFORE RTE 113 2478807 9513718


2434449 26-Jan-2009






76 STOREY AVENUE



2452944 29-Mar-2009

1109 AM






90 STOREY AVENUE 2475485 9519114

2471598 06-May-2009

1103 PM


Rear-end





90 STOREY AVENUE 2475486 9519114

2500120 28-Jul-2009


Single vehicle



76 STOREY AVENUE

50 feet E from C AND J 2481027 9521914

2546674 18-Nov-2009


Rear-end






80 STOREY AVENUE 2475825 9519279


Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria


















Crash Number

Crash Date

Crash Time

Crash Severity

Number of Vehicles



Manner of Collision




Ambient Light

Weather Condition





X Coordinate

Y Coordinate


2575280 02-Mar-2010

308 PM


Rear-end





Exit 57 on Rte 95 S 2477499 9524687

2600524 10-May-2010

917 PM







82 STOREY AVENUE 2475763 9519249

2628478 26-Jul-2010

425 PM






Rte 113 W Rte 95 2477889 9520316

2681158 20-Dec-2010

257 PM


Rear-end








2571604 22-Jan-2010

205 PM


Rear-end





82 STOREY AVENUE 2475763 9519249

2585041 27-Jan-2010

553 PM


Rear-end







2571952 02-Mar-2010

103 AM


Rear-end






Exit 57 on Rte 95 N 2478657 9515373

2577727 14-Mar-2010

308 PM




Exit 57 on Rte 95 N 2478657 9515373

2594093 26-Apr-2010






Exit 57 on Rte 95 N 2478657 9515373

2622741 12-Jun-2010

1205 PM




Rte 95 N Rte 113 E 2478219 952028

2639693 22-Aug-2010

315 PM


Rear-end





88 STOREY AVENUE 2475635 9518979

2677734 28-Nov-2010

353 PM


Rear-end





Rte 95 N Rte 113 2478219 952028

2681632 14-Dec-2010

1225 PM


Rear-end






2673682 17-Dec-2010

1025 AM


Rear-end





Exit 57 on Rte 95 N RAMP 2478657 9515373


2587620 06-Mar-2010

104 PM


wipe same directi





77 STOREY AVENUE 2482914 9523094

2581400 19-Mar-2010

338 PM


Rear-end







2667019 22-Nov-2010

716 PM


Rear-end






79 STOREY AVENUE 2482749 9523001


2570833 18-Feb-2010

402 PM


Rear-end





80 STOREY AVENUE 2475825 9519279

2617237 15-Jun-2010

554 PM


Rear-end





76 STOREY AVENUE 2481027 9521914

2661569 04-Nov-2010

712 PM








2681630 15-Dec-2010

508 PM


Rear-end






76 STOREY AVENUE 2481027 9521914







ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria























ifiaSSDOT ~Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






n North

1-95 SB Off-Ramp

N 10 00 r-tl rl--l(t)


-ss2 +241

~3

Yes

~-w~~~~-======= 1gt

478--+ 34-

Storey Ave

EB

513

0089

PEAK HOUR VOLUMES


WB SB

826 519


Total Peak Hourly

Approach Volume

1858

20876




Comments

RATE= (A 1000000)

( v 365)


maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria

















maSSDOT rll Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR






North

Storey Ave

EB

800

1 0089 1


I Ls77 +--687

156- l f 644--+

1-95 NB Off-Ramp

PEAK HOUR VOLUMES


WB NB

1264 435


Yes

Total Peak Hourly

Approach Volume

2499

28079


A)


Comments

RATE= (A 1000000)

( v 365)


massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria

















massoor Ill Highway



DISTRICT 4

MAJOR STREET

MINOR STREET(S)

INTERSECTION

DIAGRAM

(Label Approaches)

APPROACH

DIRECTION


K FACTOR





J ~

4 North

Storey Ave

EB

965

0089

Commuter lot

ltt ~ I~

_18 Storey Ave (Rte 113) J l +---1241


24- 941~

PEAK HOUR VOLUMES


WB SB

1259 107


Yes

Total Peak Hourly

Approach Volume

2331

26191


A)


Comments

RATE= (A 1000000)

( v 365)




Level of Service












Evaluation Criteria



















Level of Service












Evaluation Criteria


















Evaluation Criteria

















road safety audit - welcome to massdot · pdf fileroad safety audit route 113 at interstate...

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