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US 130
BROOKLAWN CIRCLES
CONCEPT DEVELOPMENT
REPORT
DELAWARE VALLEY REGIONAL PLANNING COMMISSION
The Bourse Building111 South Independence Mall East
Philadelphia, PA 19106 February 2002
Created in 1965, the Delaware Valley Regional Planning Commission (DVRPC) is aninterstate, intercounty and intercity agency that provides continuing, comprehensiveand coordinated planning to shape a vision for the future growth of the Delaware Valleyregion. The region includes Bucks, Chester, Delaware, and Montgomery counties, aswell as the City of Philadelphia, in Pennsylvania; and Burlington, Camden, Gloucesterand Mercer counties in New Jersey. DVRPC provides technical assistance andservices; conducts high priority studies that respond to the requests and demands ofmember state and local governments; fosters cooperation among various constituentsto forge a consensus on diverse regional issues; determines and meets the needs ofthe private sector; and practices public outreach efforts to promote two-waycommunication and public awareness of regional issues and the Commission.
Our logo is adapted from the official DVRPC seal, and is designed as a stylized imageof the Delaware Valley. The outer ring symbolizes the region as a whole, while thediagonal bar signifies the Delaware River. The two adjoining crescents represent theCommonwealth of Pennsylvania and the State of New Jersey.
DVRPC is funded by a variety of funding sources including federal grants from the U.S.Department of Transportation’s Federal Highway Administration (FHWA) and FederalTransit Administration (FTA), the Pennsylvania and New Jersey departments oftransportation, as well as by DVRPC’s state and local member governments. Thepreparation of this document was funded by grants from the Federal HighwayAdministration and the New Jersey Department of Transportation. The authors,however, are solely responsible for its findings and conclusions, which may notrepresent the official views or policies of the funding agencies.
US 130 Brooklawn Circles Concept Development Report Page i
TABLE OF CONTENTS
I. EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
II. PHYSICAL AND OPERATING CONDITIONS . . . . . . . . . . . . . . . . . . . . 5
Study Area Transportation Network . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
Roadway Configuration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
East Traffic Circle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
West Traffic Circle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
Existing Traffic Volumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Existing Level of Service Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Accident History . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
East Traffic Circle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
West Traffic Circle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
Other Transportation Resources . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Transit Availability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Freight Railroad . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28
Demographics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
Future Traffic Volumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
Future Level of Service Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Environmental Screening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
Contaminated Sites . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
III. PROBLEM IDENTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Working Group Concerns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Brooklawn Borough . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Bellmawr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
Gloucester City . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45
Westville . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Data Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46
Public Information Center . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
Page ii US 130 Brooklawn Circles Concept Development Report
IV. NEXT STEPS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Short Range . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Signing and Markings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49
Metering of Traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
Resurfacing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55
Mid Range . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56
Creek Road Connection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 56
US 130 Brooklawn Circles Concept Development Report Page iii
LIST OF FIGURES
1. Study Area Location Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
2. Study Area Aerial Photograph . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
3. Brooklawn Traffic Circles Roadway Configuration . . . . . . . . . . . . . . . . . . 7
4. Photo: Looking at southbound US 130 entering the East Circle . . . . . . . . . 6
5. Photo: Looking North at Hannevig Ave from the East Circle . . . . . . . . . . . 6
6. Photo: Looking Toward the West Circle along US 130 from the East Circle 9
7. Photo: Looking South at NJ 47 from the East Circle . . . . . . . . . . . . . . . . . 10
8. Photo: Looking at the NJ 47/Creek Road Intersection from the Body Shop 10
9. Existing Traffic Volumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
10. Existing Turning Movements (AM Peak) . . . . . . . . . . . . . . . . . . . . . . . . . . 15
11. Existing Turning Movements (PM Peak) . . . . . . . . . . . . . . . . . . . . . . . . . . 17
12. Brooklawn East Traffic Circle Intersection Collision Diagram (1998) . . . . 21
13. Brooklawn East Traffic Circle Intersection Collision Diagram (1999) . . . . 23
14. Brooklawn East Traffic Circle Intersection Collision Diagram (2000) . . . . 25
15. Photo: Concrete Island at Southbound US 130 Approach to the East Circle 20
16. Brooklawn West Traffic Circle Intersection Collision Diagram (1998-2000) 29
17. Projected 2025 Turning Movements (AM Peak) . . . . . . . . . . . . . . . . . . . . 35
18. Projected 2025 Turning Movements (PM Peak) . . . . . . . . . . . . . . . . . . . . . 37
19. Sensitive Features . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39
20. Photo: Looking at US 130 Southbound traffic Merge into the East Circle . 42
21. Photo: Conrail Railroad Bridge Between the East and West Circles . . . . . 42
22. Photo: Looking Toward the West Circle along US 130 from the East Circle 43
23. Photo: Vehicles Turning from the East Circle onto Creek Road . . . . . . . . . 44
24. Photo: Looking at NJ 47/Creek Road intersection from the East Circle . . . 45
25. Photo: Looking at Concrete Island at US 130 at the East Circle . . . . . . . . . 50
26. Overheight Truck Signing Concept Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . 52
27. Overheight Truck Signing Concept Plan - Map Key . . . . . . . . . . . . . . . . . 53
28. Photo: Looking at US 130 Northbound Traffic Merge into the East Circle 51
29. Creek Road Connection - Alternative 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . 57
Page iv US 130 Brooklawn Circles Concept Development Report
30. Photo: Looking from Old Salem Road at northbound US 130 Traffic . . . . 58
31. Photo: Old Salem Road Looking Toward US 130 . . . . . . . . . . . . . . . . . . . 58
32. Photo: Old Salem Road Looking Toward Creek Road . . . . . . . . . . . . . . . . 59
33. Creek Road Connection - Alternative 2A . . . . . . . . . . . . . . . . . . . . . . . . . . 60
34. Creek Road Connection - Alternative 2B . . . . . . . . . . . . . . . . . . . . . . . . . . 62
35. Photo: Nansen Avenue Looking South Toward US 130 . . . . . . . . . . . . . . . 61
36. Creek Road Connection - Alternative 2C . . . . . . . . . . . . . . . . . . . . . . . . . . 63
37. Creek Road Connection - Alternative 2D . . . . . . . . . . . . . . . . . . . . . . . . . . 65
38. Creek Road Connection - Alternative 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . 66
39. Photo: Looking South Across Bowling Alley Parking Lot
Toward Creek Road . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64
40. Photo: Looking North Across Bowling Alley Parking Lot
Toward the East Circle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67
41. Photo: Looking at the Creek Road/NJ 47 Intersection with the
Body Shop Parking Lot in the Foreground . . . . . . . . . . . . . . . . . . . . . . . . . 68
42. Photo: Looking at the Body Shop Parking Lot from Creek Road . . . . . . . . 68
LIST OF TABLES
1. Existing Traffic Volumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
2. East Traffic Circle Accident Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
3. West Traffic Circle Accident Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
4. Municipal Population Changes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
5. Municipal Employment Changes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 32
6. Projected Traffic Volumes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
7. NJ DEP Site Remediation Program Known Contaminated Sites (2001) . . . 40
US 130 Brooklawn Circles Concept Development Report Page v
APPENDICES
A. Documentation of Support for Improvements . . . . . . . . . . . . . . . . . . . . . . . A-1
B. Detailed Accident History . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B-1
C. Public Information Center . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-1
D. US 130 and NJ 47 Skid Resistance Testing Results . . . . . . . . . . . . . . . . . . D-1
US 130 Brooklawn Circles Concept Development Report Page 1
I. EXECUTIVE SUMMARY
This document, prepared by the Delaware Valley Regional Planning Commission (DVRPC)for the New Jersey Department of Transportation (NJ DOT), presents an analysis of the US 130
Brooklawn Circles Area in Camden County. A study area location map is presented in Figure 1.A Year 2000 aerial photograph of the circles is presented in Figure 2. This effort, performed incooperation with the Borough of Brooklawn and NJ DOT, is intended to serve as the Concept
Development Report of NJ DOT’s Project Delivery Process. The primary activities of ConceptDevelopment include: collection of data, evaluation of deficiencies and coordination withstakeholders in the community and with NJ DOT’s core groups. Input into this analysis was also
solicited from local residents and businesses as well as surrounding municipalities. Federal, stateand local elected officials concerned about the safety, congestion and flooding problems that havelong been chronic problems at this location have requested that DVRPC and NJ DOT investigate
potential improvement scenarios. Documentation of their requests and support for improvementsin this area are presented in Appendix A.
Data was collected on the existing traffic operations and accident history occurring in thetwo circles along US 130 in Brooklawn and in the immediate vicinity on the approach roads. Apreliminary environmental screening was conducted to determine if sensitive uses (wetlands, floodplains, hazardous waste sites, parks, churches, schools or cemeteries) were located in the studyarea. Outreach to the public officials as well as to the general public was conducted and isdocumented within. A set of short range actions such as signing and stripping intended to becompleted quickly and without further study are presented. A range of improvement concepts toaddress the safety and congestion issues related to movements between the East Circle and CreekRoad are also presented. These improvement concepts should move forward to the FeasibilityAssessment Phase of NJ DOT’s Project Delivery Process for further study. Turns from the EastCircle to Creek Road are a primary cause of congestion and contribute to the accident history ofthe circle. The improvement concepts presented are intended to address the problems at thislocation and, together with the short range actions, are expected to greatly improve the overalloperations of the study area.
The traffic accidents and peak period congestion were identified as the primary problemsassociated with the circles. Other key issues included the difficulty making left turns from the EastCircle onto Creek Road, the low vertical clearance of the rail overpass, the flooding problems andcut through traffic using local streets.
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Delaware Valley Regional Planning CommissionFebruary 2002
FIGURE 2Study AreaAerial Photograph(2000) �
US 130 Brooklawn Circles Concept Development Report Page 5
II. PHYSICAL AND OPERATING CONDITIONS
Study Area Transportation Network
The study area runs in a generally north-south direction along the southwestern portion of
Camden County and into Gloucester County. The study area includes several major expresswayssuch as I-76 and I-295. However, the focal point of this study is aimed at US 130 and the twotraffic circles that are located in Brooklawn. At these traffic circles, several major roadways
converge, making this a highly traversed corridor. Besides US 130 that negotiates through bothof the traffic circles, NJ 47 emerges from the circle as well. Another major route in the vicinity ofthe circles is NJ 45. This route does not extend directly off the circle, however, it does originate
from US 130 as it enters Gloucester County. Each of these major routes has direct access to thebefore mentioned expressways of I-76 and I-295.
As one would travel along US 130 from north to south, the first traffic circle encounteredis the East Traffic Circle. This circle essentially has five legs that extend from it. US 130 accountsfor two of the legs as it both enters the circle from the north and exits to the south where it connects
to the West Traffic Circle. The other three legs of the east circle are Hannevig Avenue, NJ 47 andCreek Road. The West Traffic Circle has only three extensions, two of which are US 130. NewBroadway Avenue (CR 551) is the other roadway leading into the circle. Another important
feature of these traffic circles, is that a Conrail Railroad overpass intersects the section of US 130that connects the two circles. Figure 3 displays a schematic representation of each of the trafficcircles and their relation to each other. A more detailed description of both the East and West
Traffic Circles and their characteristics of each are cited in the following sections.
Roadway Configuration
East Traffic Circle
As previously mentioned the East Traffic Circle has five legs within its design. The firstleg is US 130 as it enters the circle from the north (Figure 4). North of the circle, southbound US
130 carries has three travel lanes that reduces to two lanes as it nears the circle. The speed limitalong US 130 is 45 miles per hour. Approaching the circle there is set of overhead flashing amber
Page 6 US 130 Brooklawn Circles Concept Development Report
Figure 4: Looking at southbound US 130 entering the East Circle
Figure 5: Looking North at Hannevig Ave. from the East Circle
lights that warn motorists of the circle. At the point where US 130 merges into the circle, aconcrete island helps to channel the vehicles into the circle. US 130 northbound has two departurelanes that exit the circle. A jersey barrier separates the northbound lanes from the southbound
lanes.
Once a vehicle enters the circle, the next entrance/exit to the circle is Hannevig Avenue. This isa local street that leads into a residential neighborhood. It contains one lane of traffic in each
direction (Figure 5). On street parking is also permitted along Hannevig Avenue. At the egressof the circle, there also is a concrete island that directs the traffic into the circle.
US 130 Brooklawn Circles Concept Development Report Page 9
Figure 6: Looking Toward the West Circle along US 130 from the East Circle
US 130 exits the East Traffic Circle and connects to the West Circle by means of a two-lane road,with one lane of travel in each direction (Figure 6). Again, a concrete island is channeling trafficinto the circle. This section of US 130 is bridged by the Conrail Railroad. Approximately halfway
between the east and the west circles, a Conrail Railroad overpass bisects the roadway. When thisstudy initiated, New Jersey Department of Transportation had the height of the overpass signed at13’ 3", however it has recently been posted to 13’ 0".
Another leg entering the east circle is NJ 47. This route heads south from the circle and
carries two lanes of traffic in each direction. As with the other legs of the circle, a concrete islandis placed at the entrance of the circle. As NJ 47 heads south, the road heads up a slight incline
toward a bridge over Timber Creek (Figure 7). This section of NJ 47 is impacted by Creek Road,which contains only one travel lane in each direction. Although Creek Road does not directly enterthe east traffic circle, it does intersect with NJ 47 just east of the circle (Figure 8). Access to NJ
47 from Creek Road is controlled by a stop sign. Vehicles exiting Creek Road are only able tomake right turns as a concrete island prevents any left turns onto NJ 47. The result of making aright turn off of a Creek Road places them in the direction of the circle.
Page 10 US 130 Brooklawn Circles Concept Development Report
Figure 7: Looking South at NJ 47 from the East Circle
Figure 8: Looking at NJ 47/Creek Road Intersection from the Body Shop
US 130 Brooklawn Circles Concept Development Report Page 11
The land uses immediately adjacent to the east traffic circle play an important role in thecharacteristics of the circle. Commercial land uses surround the east circle. Many of these landuses tend to generate a significant amount of traffic in and out of their establishments on an
everyday basis. Figure 3 also presents a schematic of each of the land uses near the circle. Thefirst commercial property on the circle is a Rita’s Water Ice. This seasonal commercial propertyis located east of Hannevig Avenue. Rita’s has two curb cuts allowing access to the store. One
is placed along the approach to the circle, the other is located directly on the traffic circle. Anothercommercial property found along the circle is Brooklawn Diner. The diner is located west of Hannevig Avenue. One of the diner’s entrances has direct access to the traffic circle. The other
entry is on US 130 near the railroad overpass.
Moving around the circle, there is a Hess Gas Station situated between the railroad overpass
and NJ 47. The gas station has four different curb cuts allowing access into the station. Two ofthese entrances are directly on the circle, while the other two access US 130 and NJ 47respectively. At the intersection of Creek Road and NJ 47, there is a vacant lot that is currently
owned by the Borough of Brooklawn. Adjacent to this property is a lot owned by a pavingcompany which uses this lot to store equipment. Officials from the Borough have indicated thatthese lots may be developed for future commercial uses. The last commercial property along the
circle is an auto body repair shop. This is found between Creek Road and US 130 Northbound andaccess to the repair shop is allowed through four separate locations. The auto body shop has alarge parking lot associated with it, which is situated right at the apex of the circle between US 130
and Creek Road.
West Traffic Circle
The west traffic circle is not as complex as the east circle. This circle has three roads thatfeed into it. The first roadway is US 130 that connects the two circles. As previously mentioned
this segment of road travels underneath the 13-foot railroad overpass. This segment of road carriesone lane in each direction. A concrete island controls access into the circle channeling the trafficto the right. The next roadway that feeds into the west circle is New Broadway Avenue (CR 551).
This enters from the north and connects Gloucester City with the west traffic circle. Like each ofthe other roadway segments, access to the circle is channeled by a concrete island that prevents anytraffic from entering the circle and going the wrong direction. New Broadway Avenue is
comprised of two lanes with one lane approaching the circle and one lane departing. The last legof the circle is again US 130 that continues southbound toward the borough of Westville. Thissection of US 130 again becomes two lanes in each direction separated by a jersey barrier.
Page 12 US 130 Brooklawn Circles Concept Development Report
The land use surrounding this circle is also relatively less when compared with the eastcircle. The one commercial property that generates trips to and from it is Verchio’s Farm Market.It is on the west side of the circle along New Broadway Avenue and US 130 southbound. There
are three entrances to the farm market. One at the point where New Broadway intersects with thecircle, and one at the point just before US 130. The last curb cut is along US 130 southbound.
Existing Traffic Volumes
In March 2000, NJDOT collected traffic volumes for this corridor. Traffic counts weretaken for each segment of roadway that enters and exits each of the traffic circles. The averageannual daily traffic (AADT) volumes are listed below in Table 1 and displayed on Figure 9.
Table 1: Existing Traffic Volumes
Existing Traffic Volumes
Facility Limits Direction AADT
US 130 Nansen Ave. Horton Ave. southbound 15,216
US 130 Nansen Ave. Horton Ave. northbound 12,913
Hannevig Ave. East Circle Horton Ave. southbound 986
Hannevig Ave. East Circle Horton Ave. northbound 916
US 130 East Circle West Circle southbound 14,184
US 130 East Circle West Circle northbound 11,769
NJ 47 East Circle Big Timber Creek southbound 8,630
NJ 47 East Circle Big Timber Creek northbound 8,558
Creek Rd. East Circle Old Salem Rd. eastbound 2,850
Creek Rd. East Circle Old Salem Rd. westbound 4,160
New Broadway West Circle Towne Center Square southbound 8,016
New Broadway West Circle Towne Center Square northbound 5,977
US 130 West Circle Big Timber Creek southbound 11,584
US 130 West Circle Big Timber Creek northbound 9,032
Page 14 US 130 Brooklawn Circles Concept Development Report
Turning movement counts for the AM and PM peak period were also collected at the EastTraffic Circle in March 2000 and are presented in Figures 10 and 11. Vehicle classification countswere also taken at two locations at the same time as the traffic counts. Along Creek Road between
the East Traffic Circle and Old Salem Road, 89% of the vehicles were automobiles while theremaining 11% were trucks. Similar results occurred along New Broadway between the WestTraffic Circle and Towne Center Square where 93% of the vehicles were automobiles and the
remaining 7% were trucks.
Existing Level of Service Analysis
The concept of level of service is a qualitative measure describing operational conditions
within a traffic stream and their perception by motorists in terms of speed and travel time, trafficinterruptions, freedom to maneuver, comfort, and convenience. Six levels of service are defined;they are given letter designations, A to F, with level of service A representing the best operating
conditions and level of service F the worst. Level of service C is the minimum desirable condition;however, jurisdictions frequently tolerate level of service D when the cost to upgrade the highwayfacility becomes prohibitive. Methodology to determine level of service is presented in the
Highway Capacity Manual (HCM), Transportation Research Board Special Report 209. Differentmethodologies are specified for various types of facilities such as signalized intersections,unsignalized intersections, two lane roadways and freeways among others.
The NJ DOT Bureau of Traffic Engineering and Investigations offered to conduct the levelof service analysis for this effort. NJ DOT’s Bureau of Mobility Strategies and Bureau of Scope
Development concurred with this approach. In some instances, traffic circles, or roundabouts, canbe analyzed under the unsignalized intersection methodology. However, the geometrics of the EastCircle with the influence of the Creek Road leg could not be accurately simulated with the HCM
program. Traffic Engineering and Investigations attempted to analyze this location using theSIDRA program as well as with the Synchro 5 program. Neither of these programs couldaccurately simulate the conditions at this location.
The Bureau of Scope Development indicated that, since the project need had beensufficiently defined from a safety perspective and from personal observations, they would be
willing to accept the Concept Development Document without a level of service analysis providedit gets completed during the Feasibility Assessment phase. The Bureau of Scope Developmentindicated that they currently have a consultant on board which has access to other analysis tools
US 130 Brooklawn Circles Concept Development Report Page 19
which can accurately simulate the geometrics and operations of this location. The level of serviceanalysis will be conducted during the Feasibility Assessment phase.
Accident History
Traffic accident reports were collected for a three year period from 1998 through 2000 fromthe Brooklawn Borough Police Department. During this period there were a total of 379 accidentsalong the Brooklawn Traffic Circles. However, for analytical purposes the accident data has been
divided into two sections. The first section deals with those accidents that occurred either withinthe East Traffic Circle or close to the circle, while the second section deals with those accidentsthat occurred along the West Traffic Circle.
East Traffic Circle
At the East Traffic Circle, 334 accidents occurred during this period. Figures 12, 13, and14 display each of the accidents on a collision diagrams for the years 1998, 1999, and 2000respectively. (Refer to APPENDIX B for a description of each individual accident). Most of the
accidents occurred during daylight hours. Approximately 47% of the accidents are associated withwet or icy road conditions. Automobiles were the most common vehicles involved in accidentswithin the East Circle with 81% of all accidents. Approximately 15% of the incidents involved
commercial trucks, while the remaining 4% of the incidents involved either buses, motorcycles orbicycles.
There were no fatalities among any of the 334 accidents, although the accidents didproduce forty-three injuries. In total, injuries occurred in only about 11% of the accidents. This
is probably due to the slower speeds that are required for the vehicles to be able to traverse throughthis circle. From 1998 to 2000, the number of accidents and injuries has been decreasing.However, the number of accidents at this location is relatively high with an accident rate during
this period of one accident every 3.28 days. Table 2 provides a breakdown by year for the numberof accidents, the injuries, and the type of accident that occurred.
Page 20 US 130 Brooklawn Circles Concept Development Report
Figure 15: Concrete Island at Southbound US 130 Approach to the East Circle
Table 2: East Traffic Circle Accident Summary
Accidents Injuries Fatalities Side-
Swipe
Rear
End
Concrete
Island
Angle Misc.
1998 123 21 0 37 35 26 19 6
1999 112 12 0 35 30 21 18 8
2000 99 10 0 32 26 26 12 3
TOTAL 334 43 0 104 91 73 49 17
Each accident can be classified into one of five categories. The most common type ofaccident is a sideswipe. This occurs when two vehicles traveling in the same direction, collide intoeach other on their sides. At the East Traffic Circle, approximately 31.1% of the accidents were
sideswipes. The second category is a front-to rear-end collision, which entails the front of onevehicle crashing into the rear of another vehicle. At this circle, 27.2% of the accidents were front-to rear-end collisions.
The third type of accident is a vehicle striking a concrete island that channels the vehiclesinto the circle. The location for these accidents occurs along southbound on US 130 entering the
East Circle (Figure 15). As vehicles approach the circle, they may be moving at a high rate ofspeed and are unable to make the right turn into the circle. During this three-year period 73accidents (21.9%) are related to striking this island. It should be noted that of these 73 accidents,
62 (84.9%) of them occurred while the road conditions were wet.
US 130 Brooklawn Circles Concept Development Report Page 27
The fourth type of accident is an angle accident. These may occur in several different ways.It may happen when one vehicle is attempting to exit the circle while another vehicle is continuingaround and the first vehicle cuts the second off. These may also occur when one car is attempting
to enter the circle from either one of the various legs of the circle or out a driveway of an adjacentbusiness located of on the circle. It is then struck by another vehicle that is already within thecircle. Approximately 15% of the accidents fall under this category. The remainder of accidents
are categorized under miscellaneous and consists of only 5% of the total accidents. An exampleof this type of accidents may be vehicles entering the circle at a high rate of speed and are unableto make the turn and drive straight into the center of the circle.
As previously stated, most of the accidents happen in the daylight hours with a largeconcentration of the accidents occurring during the peak periods. Approximately 18% of the
accidents happened between in the morning peak hours of 6 - 9 a.m. while 27% happened in theevening peak hours of 4 - 7 p.m.
West Traffic Circle
Unlike the East Traffic Circle that had a high number of incidents, the West Traffic Circle
only had 45 accidents during the same three year period of 1998 through 2000. Figure 16 displayseach accident and its location along the West Circle (Refer to APPENDIX B for a description ofeach individual accident.). None of the accidents during this time period were fatal and only four
injuries were reported. Table 3 provides a breakdown by year for the number of accidents, theinjuries, and the type of accident.
Table 3: West Traffic Circle Accident Summary
Accidents Injuries Fatalities Side-Swipe Angle Rear End Misc.
1998 14 2 0 3 5 5 1
1999 12 2 0 7 2 2 1
2000 19 7 0 7 6 5 1
TOTAL 45 11 0 17 13 12 3
The accidents that occurred at the West Traffic Circle are very similar to those thathappened at the East Circle. These include sideswipes, front-to rear-end collisions, and angle
Page 28 US 130 Brooklawn Circles Concept Development Report
accidents. The most common type of accident at the West Circle was a sideswipe making upapproximately 38% of the total accidents in this circle. Angle accidents comprise 29% of the totalaccidents with most of these incidents involving a car either entering or exiting the farm market.
Front to rear-end collisions totaled 27% of the accidents and these generally happened while eitherone automobile stopped before entering into the circle and was struck from behind or when onevehicle, already within the circle, slowed down to allow another car to enter the circle and was
struck from behind. Accidents along the West Traffic Circle mostly happen during the day with more than 38%
of the accidents occurred in the evening peak hours of 4 - 7 p.m., and approximately 13% of the
accidents happened in the morning peak hours of 6 - 9 a.m. Nineteen of the forty-five accidentsoccurred when the road conditions were wet or icy.
Other Transportation Resources
Transit Availability
This study area, and particularly the traffic circles, is served by five regularly scheduled
New Jersey Transit bus routes that provide both local and peak period express service to and fromthe surrounding region. The bus routes that travel within the traffic circles are 401, 402, 408, 410,412 and serve points between Philadelphia/Camden and Woodbury, Salem, Pennsville, Millville,
Bridgeton and Glasboro respectively. These bus routes generally run from 5:30 a.m. to 11:00 p.m.and produce approximately 150 trips through the traffic circles each day.
Freight Railroad
Within the study area there is a freight rail line that divides the east and the west traffic
circles. Following the purchase and division of Conrail, the railroad that divides the two trafficcircles was designated as a shared asset area. This means that the railroad is owned, operated andmaintained by a terminal railroad (called Conrail) for the exclusive benefit of CSX and Norfolk
Southern Railroads. However, for long-term capital improvements and track maintenanceexpenditures, CSX and Norfolk Southern will have ultimate responsibility, with costs beingdistributed based on usage. Currently on this 8.8 mile section of shared asset track, which runs
from Camden to Woodbury, there are two trains per day.
US 130 Brooklawn Circles Concept Development Report Page 31
Demographics
The study area municipalities, like many older boroughs and townships in the region that
developed rapidly following World War II, face challenges to their fiscal and socioeconomicstability. These ’first generation suburbs’ are experiencing population and job loss, increased socialneeds and limited tax base to finance services. The population of the study area has been in decline
and this trend is expected to continue through the Year 2025. The US Census for the year 2000indicated a population of 29,600 for the four municipalities in the study area. This represents adecrease of 6.4 percent from 1990. Of the four municipalities, only Brooklawn experienced an
increase in population during that decade. The DVRPC Year 2025 municipal population forecastsproject the loss of another 3,840 people from the study area; a decrease of 13.0 percent (Table 4).During this time period, only Westville is expected to experience an increase in population.
Table 4: Municipal Population Changes
Population
Municipality 1990US
Census
2000US
Census
2025DVRPC
forecast
Change
1990-2000
Abs. (%)
Change
2000-2025
Abs. (%)
Brooklawn 1,805 2,354 1,290 549 30.4 - 1,064 - 45.2
Bellmawr 12,603 11,262 10,160 - 1,341 - 10.6 - 1,102 - 9.8
Gloucester City 12,649 11,484 9,410 - 1,165 - 9.2 - 2,074 - 18.1
Westville 4,573 4,500 4,900 - 73 - 1.6 400 8.9
TOTAL 31,630 29,600 25,760 -2,030 - 6.4 - 3,840 - 13.0
Losses in the study area’s employment are expected to be less than the losses in population.
DVRPC estimates for the Year 2000 projected a 3.7 percent loss of jobs during the 90's. This trendis expected to continue as the DVRPC Year 2025 forecasts project a 17.5 percent decrease inemployment for the study area (Table 5). Only Brooklawn and Bellmawr are expected to
experience a slight increase in employment by 2025. However this will be offset by the largerloses projected for Gloucester City and Westville.
Page 32 US 130 Brooklawn Circles Concept Development Report
Table 5: Municipal Employment Changes
Employment
Municipality 1990US
Census
2000DVRPC
forecast
2025DVRPC
forecast
Change
1990-2000
Abs. (%)
Change
2000-2025
Abs. (%)
Brooklawn 950 950 1,010 0 0.0 60 6.3
Bellmawr 5,353 5,000 5,040 - 353 - 6.6 40 0.8
Gloucester City 2,942 2,900 2,420 - 42 - 1.4 - 480 - 16.6
Westville 2,906 2,850 2,350 - 56 - 1.9 - 500 - 17.5
TOTAL 12,151 11,700 10,820 - 451 - 3.7 - 880 - 7.5
Future Traffic Volumes
Traffic demand projections for the year 2025 were estimated using the DVRPC RegionalTravel Simulation Model. Trip generation and traffic flow patterns are driven by demographic datawhile the assignment of traffic to particular roads is a function of the highway network; thus
changes to land development patterns or the highway network are reflected in the model’s output.The model is based on the standard four step transportation planning process: 1) trip generation,2) trip distribution, 3) modal split and 4) traffic assignment. Table 6 lists projected volumes for
selected segments of roadways adjacent to the East Circle.
Consistent with the study area’s projected decrease in population and employment, the
traffic volumes forecast for the roadways adjacent to the circles are also expected to decreaseslightly . Losses in population and employment equate to less activity and fewer trips generatedwithin the study area. The highway network assumed to be in place in the 2025 simulation
includes a significant change just outside the study area that is also expected to have a decreasingeffect on the traffic flow through this area. The I-295/I-76/NJ 42 interchange currently does notprovide a connection from I-295 northbound to NJ 42 southbound nor the reverse direction of NJ
42 northbound to I-295 southbound. NJ DOT is currently studying the potential of including thesemissing movements into the interchange as well as a complete redesign and reconstruction of theI-295/I-76/NJ 42 interchange. These improvements are assumed to be completed by 2025 and
US 130 Brooklawn Circles Concept Development Report Page 33
therefore have been included in the future highway network. It is expected that they will drawsome traffic off of US 130 within the study area.
Table 6: Projected Traffic Volumes
Projected (2025) Traffic Volumes
Facility Limits Direction Traffic Volumes % Change
2000 2025 2000 -
2025
US 130 Horton Ave. East Circle SB 15,216 11,789 - 22.3%
US 130 Horton Ave. East Circle NB 12,913 10,005 - 22.3%
US 130 East Circle West Circle SB 14,184 14,929 5.3%
US 130 East Circle West Circle NB 11,769 12,387 5.3%
NJ 47 East Circle Big Timber Creek SB 8,630 6,805 - 21.1%
NJ 47 East Circle Big Timber Creek NB 8,558 6,748 - 21.1%
Creek Rd. East Circle Old Salem Rd. EB 4,160 3,714 - 10.7%
Creek Rd. East Circle Old Salem Rd. WB 2,850 2,544 - 10.7%
Based on the projected future traffic volumes, AM and PM peak hour turning movements were alsocalculated for 2025. These are presented in Figures 17 and 18.
Future Level of Service
After discussions with NJ DOT’s Bureau of Project Scope Development, a level of serviceanalysis for the Year 2025 was considered unnecessary for this report due to the fact that the trafficvolumes forecast for the East Circle and the approach roads are expected to be less than the
existing volumes. Therefore, the current operations of the East Circle are expected to be the worstcase of the two scenarios.
Environmental Screening
A top level environmental screening has been conducted to determine the occurrence of
potentially environmentally sensitive sites. Other cultural features such as schools, churches and
Page 34 US 130 Brooklawn Circles Concept Development Report
parks/recreation areas were also identified as sensitive cultural features within the vicinity of thetraffic circles and impact to them must be considered when identifying any potential roadwayimprovements in the area. Within the study area surrounding the traffic circles, several types of
sensitive features have been identified and are displayed in Figure 19. Any potential improvementconcepts must take into consideration that both of the circles are near designated wetlands. Also,both of the circles fall within the 100-year flood plain. None of the churches, schools or parks
identified in the study area are directly adjacent to the circles.
Contaminated Sites
New Jersey Department of Environmental Protection’s (NJ DEP) database of knowncontaminated sites was reviewed to determine if any of these sites were present in the study area.This database identifies sites where contamination of soil or ground water has been confirmed and
includes sites where remediation is either under way or is required but not yet initiated. Thedatabase was queried for sites within the study area. Table 7 lists those which fall within 2,000 feetof the circles. The data is current as of 2001. Because of the scale of the map, only two of the sites
are displayed on Figure 19. In those cases where the precise location could not be identified thesite location is not approximated due to the sensitive nature of the material. However, a siteaddress is provided in the table.
Additional environmental sources were also examined to determine the existence of otherpotentially hazardous or contaminated sites. Sites from the Comprehensive Environmental
Response, Compensation, and Liability Information System (CERCLIS) database were plotted todetermine their locations in relation to the Circles. These sites are the US EnvironmentalProtection Agency’s (US EPA) Superfund Sites and the program is administered in cooperation
with the individual states. A dataset of points representing the location of brownfield sites asidentified by NJ DEP’s Site Remediation Program was also reviewed. Brownfields are abandoned,idled or under-used industrial and commercial facilities where expansion or redevelopment is
complicated by real or perceived environmental contamination. The US EPA’s Toxic ReleaseInventory (TRI) was also reviewed. The TRI is a source of information about releases of more than650 toxic chemicals from manufacturing facilities throughout the US. Information on the location
of solid waste landfills was also examined. Although there are occurrences in the surroundingmunicipalities, none of these types of sites are located in Brooklawn or in the vicinity of the circles.
US
130
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
Pag
e 40
Tab
le 7
: N
J D
EP
Sit
e R
emed
iati
on P
rogr
am K
now
n C
onta
min
ated
Sit
es (
2001
)
NJ
DE
P S
ite
Rem
edia
tion
Pro
gram
Kno
wn
Con
tam
inat
ed S
ites
(20
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Map
Num
ber
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e
Num
ber
*
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ddre
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on
Lev
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Tan
k’s
Con
tent
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k
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us
NJ
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191
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s Se
rvic
e St
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nU
S 13
0 an
d B
rook
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C2
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sene
rem
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ST
272
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Mob
il Se
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d B
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-use
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appe
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ire
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BFO
-IN
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ach
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l pro
gram
are
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ithin
the
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Rem
edia
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Prog
ram
, use
s its
ow
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cas
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mbe
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es u
nder
its
purv
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.
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the
leve
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rem
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base
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the
Site
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’s 1
989
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- a
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l act
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whi
ch d
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here
sou
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is k
now
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entif
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May
incl
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the
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ntia
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(un
conf
irm
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grou
nd w
ater
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xam
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tora
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tank
s, e
tc.
C2
- a
rem
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l act
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whi
ch c
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of a
for
mal
eng
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ring
des
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espo
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ince
the
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scop
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his
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of
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espo
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l
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invo
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cas
es w
here
gro
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wat
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onta
min
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s be
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onfi
rmed
or
is k
now
n to
be
pres
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ing
- si
te a
wai
ts th
e ex
ecut
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of a
n ov
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ght d
ocum
ent p
rior
to a
ssig
nmen
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a sp
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ic r
emed
ial p
rogr
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with
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te R
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hich
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espo
nsib
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or th
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ksB
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ield
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ns-I
nitia
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s ta
ble
was
dev
elop
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sing
New
Jer
sey
Dep
artm
ent o
f Env
iron
men
tal P
rote
ctio
n Si
te R
emed
iati
on P
rogr
am’s
dat
a bu
t thi
s se
cond
ary
prod
uct h
as n
ot b
een
veri
fied
by
NJ
DE
P a
nd is
not
sta
te a
utho
rize
d.
US 130 Brooklawn Circles Concept Development Report Page 41
III. PROBLEM IDENTIFICATION
DVRPC formed a working group of representatives from several local municipalities,Camden County, state legislators’ offices and New Jersey DOT to discuss the operations of thecircles and document their concerns and issues. Problems were also identified and substantiated
through the collection and analysis of accident and turning movement data. In addition, DVRPChosted a Public Information Center at the Brooklawn Senior Citizen Center to provide anopportunity for the residents and businesses in the community to discuss their needs and any
problems related to their travel through the circles. A set of potential improvement concepts waspresented at the Public Information Center and attendees were asked to comment on them.
Although the Circles are wholly located in the Borough of Brooklawn, their proximity tothe surrounding municipalities (Borough of Westville, Borough of Bellmawr and Gloucester City)results in many of those municipalities’ residents traveling through the circles on a daily basis. The
circles impact each municipality, business and resident differently, however there are severalrecurring themes that were identified.
Working Group Concerns
Borough of Brooklawn
Traffic accidents in the Circles, primarily in the East Circle, were a significant concern of
the borough representatives. The accident analyses presented in an earlier section of this reportsupport that concern as they document the reoccurrence of specific accident patterns. Severe peakperiod congestion, especially in the PM peak, was also identified as a problem. This congestion
has an impact on the accidents at this location since a significant number of accidents are rear-endtype accidents. This type of accident is frequently associated with congested conditions. Someof the congestion in this vicinity (Figure 20) can be linked to a decrease in speeds which results
from several factors such as; the reduction in capacity from three travel lanes to two on thesouthbound US 130 approach to the East Circle, the merging and weaving movements through thecircles and the availability of only one lane in each direction between the two circles.
The low clearance at the railroad overpass was also mentioned as an important issue facing
Page 42 US 130 Brooklawn Circles Concept Development Report
Figure 20: Looking at US 130 Southbound Traffic Merge into the East Circle
Figure 21: Conrail Railroad Bridge Between the East and West Circles
trucks that pass through the circles (Figure 21). It is not uncommon for trucks to get stuck underor hit the overpass. Some trucks, although eventually able to pass under the railroad bridge, stop
US 130 Brooklawn Circles Concept Development Report Page 43
Figure 22: Looking Toward the West Circle along US 130 from the East Circle
as they approach. The drivers get out of their vehicles, step into the roadway and visually observehow much clearance the truck has under the bridge. This backs-up traffic behind the truck andcreates a safety problem as the driver walks around in the roadway.
Chronic flooding problems under the railroad overpass were also mentioned as an importantconcern (Figure 22). However the representatives of the borough felt that the frequency and
severity of flooding in the vicinity of the circles has decreased since the installation of a tide flexvalve in the drainage system.
Borough representatives identified a problem with cut-through traffic using local streets tobypass the congested conditions on southbound US 130 primarily in the PM peak period. In aneffort to avoid the traffic backed-up on southbound US 130, some motorists will turn right from
southbound US 130 onto Browning Road and travel westbound to Hannevig Avenue. They willthen turn left onto Hannevig Avenue and access the circle adjacent to the Brooklawn Diner. Thispass -through movement adds unwanted traffic to residential streets in the borough. In an effort
to limit some of this pass-through traffic, No Right Turns 4PM - 6PM signs have been erected onUS 130 at the intersections with Horton Avenue, Nanssen Avenue, Haakon Avenue and
Page 44 US 130 Brooklawn Circles Concept Development Report
Figure 23: Vehicles Turning from the East Circle onto Creek Road
Community Road which prohibits traffic from turning from US 130 into the residential areasduring the PM Peak period.
Two undeveloped parcels located along the northbound side of NJ 47 between Creek Roadand the Big Timber Creek present an opportunity for commercial development. Borough officialsindicated that safe and convenient access to this site is important to its economic viability. The
borough would like to see commercial activity take place on this site.
Borough of Bellmawr
The primary issue effecting the Borough of Bellmawr is the access to Creek Road from theEast Circle (Figures 23 and 24). This is a particularly difficult and dangerous movement. Traffic
must exit the circle by bearing right onto RT 47 and make an immediate left turn onto Creek Road.What makes this movement so difficult is the weaving movement from the circle onto RT 47 andthen to Creek Road compounded by the fact that there is no dedicated left turn lane and there is no
stacking room for vehicles to queue up for the left turn. As indicated by the accident analysis, anumber of rear end and sideswipe accidents took place at this location.
The low clearance and flooding problems under the railroad overpass were also mentionedas important concerns.
US 130 Brooklawn Circles Concept Development Report Page 45
Figure 24: Looking at NJ 47 / Creek Road Intersection from the East Circle
Gloucester City
Like Brooklawn, the Gloucester City representatives identified the low clearance of the rail
overpass, severe peak period congestion, and traffic accidents in the Circles as their significantconcerns.
The low clearance of the rail overpass is a primary concern since it has a direct impact onthe redevelopment of the Gloucester City waterfront area. Gloucester City officials have haddiscussions about building a container facility at the southern end of the City. The Borough is
promoting this facility as a hub in the Port Authority of New York and New Jersey’s Port InlandDistribution Network (PIDN). Through the PIDN plan, the capacity of the Port of NY and NJwould be maximized by transshipping incoming containers out of the port as quickly as possible
by barge and rail to a network of regional distribution centers. The regional distribution centerswould then move those containers out by truck or rail to east coast destinations. If a GloucesterCity facility does become a hub in the PIDN, it would mean a significant increase in truck traffic
in the area, however, the rail overpass may prove to be a constraint to the success of this project.
Page 46 US 130 Brooklawn Circles Concept Development Report
Borough of Westville
The severe PM peak period congestion southbound on US 130 and AM peak period
congestion northbound on US 130 were cited as significant concerns for the operations of thislocation. Like others, the flooding problems under the railroad overpass were also identified.
Data Analysis
Based on analyses of the accident data and turning movement counts, the primary problemsassociated with the circles are clearly illustrated. The highest accident location in the vicinity ofthe circles occurs at the concrete island which channelizes southbound US 130 traffic into the East
Circle. The accident analysis indicates that there were 71 accidents at this location over the lastthree years. At this location, approaching vehicles must slow down and negotiate a curve to enterinto the circle. The concrete island is frequently obstructed by downstream vehicles. This limits
the visibility of the island and leads to many of the accidents at the island. Another contributingfactor to the accidents at this location is wet roadway conditions. 89% of the accidents involvingthe concrete island occurred with wet roadway conditions.
The most common type of accident occurring within the circles are sideswipe accidentswith a much higher number occurring in the East Circle than in the West Circle. This type of
accident is spread throughout the circles; there isn’t one location which dominates in sideswipeaccidents. The merging and weaving movements throughout the circles contribute to this type ofaccident. These movements lead to driver uncertainty about where to position their vehicles as
they travel through the circle.
Congestion is the other primary problem identified for the East Circle. There are two key
locations where geometrics and traffic flow create critical conflict points and result in congestedconditions. The most problematic location is in the vicinity of Creek Road. The problems stemfrom the movement which takes traffic from the circle across NJ 47 and onto Creek Road. This
movement requires vehicles to exit the circle by making a right turn into the left lane ofsouthbound NJ 47 and an immediate left turn onto Creek Road. NJ 47 carries two travel lanes ineach direction at this location. There is no left turn stacking lane to accommodate movements to
Creek Road.
US 130 Brooklawn Circles Concept Development Report Page 47
Traffic counts conducted in March 2000, indicated 167 vehicles made this left turn duringthe AM peak hour against an opposing flow of 1,228 vehicles on northbound NJ 47. 351 vehiclesmade this turn during the PM peak hour against an opposing flow of 510 vehicles on northbound
NJ 47. Left turning traffic frequently queues up while waiting for gaps in the northbound NJ 47traffic. Because of the proximity of Creek Road to the circle, these queues typically spill back intothe circle and obstruct traffic trying to proceed through the circle. Queues as short as two vehicles
can begin to create disruptions of the flow of traffic around the circle. Queues from this locationwere observed blocking access around the circle and creating gridlock conditions. In addition tothe gridlock conditions, safety problems also arise from this situation as evidenced by the accident
analysis. Numerous rear-end and side swipe accidents can be attributed to the queues emanatingfrom this location. The problems at this specific location have a particularly negative effect on theoperations of the entire East Circle.
The other key location in which geometrics and traffic flow create a critical conflict pointin the East Circle is where traffic moving around the circle must merge with traffic entering the
circle from southbound US 130. Because of the higher speeds of the traffic on southbound US 130and the lack of yield signs or other traffic control, vehicles in the circle typically stop until thereare sufficient gaps in the southbound US 130 traffic to proceed. This causes queuing in the circle
which can impact other movements into and out of the circle. According to PM peak traffic countstaken in March 2000, 385 vehicles in the circle needed to find gaps in the 2,295 vehiclesapproaching the circle on southbound US 130. The problem is not as severe in the AM peak, when
counts indicated that 418 vehicles in the circle needed to find gaps in the 665 vehicles approachingthe circle on southbound US 130.
There are no other critical conflict points in the East Circle which cause noticeablecongestion or safety problems. Traffic operations in the West Circle are much better primarily dueto several key factors: 1) traffic volumes are lower, 2) adjacent development with access onto the
circle is limited to one business, 3) the number of conflict points within the circle are less since thecircle has only three legs and 4) traffic on one of the approach legs into the circle is currentlycontrolled by a yield sign.
Public Information Center
On September 5th, 2001, DVRPC hosted a Public Information Center at the Brooklawn
Page 48 US 130 Brooklawn Circles Concept Development Report
Senior Citizen Center. The purpose of this meeting was to provide an opportunity for the generalpublic and local businesses to assist in identifying traffic problems associated with the circles.Attendees were also given an opportunity to express their opinions on a set of potential
improvement concepts developed by DVRPC. In addition to DVRPC staff, NJ DOT, CamdenCounty and Brooklawn Borough were all represented.
Outreach and notification for the meeting was conducted by DVRPC staff. Aninformational flier was produced and distributed as part of this process (a copy of the flier isprovided in Appendix C). Over 75 fliers were sent out to residents, local business, municipal
libraries and elected officials. All property owners within 200 feet of the East Circle were notifiedabout the Public Information Center. DVRPC public affairs staff personally visited several localbusinesses which agreed to post the fliers in their establishments.
There were 6 stations set up in the public information center for the attendees to pick upinformation and to provide input. At the first station, attendees were asked to sign-in (a copy of
the sign in sheet is provided in Appendix C). NJDOT’s Project Delivery Process was presentedat Station 2. In addition to a graphic display board, an 8½ by 11 graphic of the process wasdistributed. It was stressed that this project is currently in the Concept Development Stage. A
video tape of traffic movements within the East Traffic Circle was played at the third station. Thefourth station presented roadway configuration diagrams, aerial photographs and several pictureshighlighting the key issues at various points along the East Traffic Circle. Station 5 presented the
accident analysis for a three year period from 1998 to 2000 with collision diagrams and a tabledisplaying a summary of the accident data. The last station exhibited a set of potentialimprovement concepts which have been developed to address the problematic movements between
the East Circle and Creek Road. These concepts are presented in detail in the next section of thisreport. Conceptual diagrams were presented for six alternative improvement concepts for reviewby the attendees. In addition to the concepts to improve the movements between the East Circle
and Creek Road, attendees were also shown a set of short range safety and operationalimprovements and were asked to comment on them. These short range improvements are alsopresented in detail in the next section of this report. The improvement concepts along with
comments offered at the public information center are being forwarded to the New JerseyDepartment of Transportation as part of this report for further analysis.
US 130 Brooklawn Circles Concept Development Report Page 49
IV. NEXT STEPS
This section of the report presents a series of next steps to advance some improvementconcepts which are aimed at addressing operational and safety problems in the vicinity of the
circles while being cognizant of the concerns of the communities. The improvement conceptspresented in this document have been categorized as either short range or mid range. Long rangeimprovement concepts should only be pursued if the implemented set of short and mid range
improvements are evaluated and determined to be ineffective. A short range improvement istypically considered to be a lower cost operational/safety improvement which can be completedwith little lead time and no additional major studies. These improvements are expected to be able
to be completed primarily through NJ DOT maintenance activities. The mid range concepts focusprimarily on the safety and operational issues related to the movements between the East Circleand Creek Road. The problems at this specific location have a particularly negative effect on the
operations of the entire East Circle. Traffic queued up at this location frequently spills back intothe circle and can create disruptions in the traffic flow for all movements. A mid rangeimprovement requires additional studies and technical analysis, has a higher capital cost, may
require the acquisition of right-of-way and construction of new infrastructure.
By correcting these short range and mid range problems, the most important safety and
operational issues associated with the circles will be addressed.
Short Range
Signing and Markings
A short term recommendation that is expected to improve safety in the circles and vicinityis the installation of additional signing and markings. The most common accident pattern isvehicles striking the concrete island on the southbound US 130 approach to the East Circle (Figure
25). It is recommended that flexible object markers called flexiposts be installed on the approachto the circle and the concrete island to increase its visibility and direct traffic into the circle. Theseare four inch wide flexible strips approximately four feet high. They should be placed
approximately 10 feet apart from the end of the island to the Jersey barrier. This spacing will notobstruct any views of on- coming traffic in the circle.
To warn motorists on southbound US 130 of the approaching circle, a circle warning sign
Page 50 US 130 Brooklawn Circles Concept Development Report
Figure 25: Looking at Concrete Island at US 130 at the East Circle
with flashers should be installed on US 130 near Haakon Avenue. This should be a cantilever signover the roadway with 8 inch flashers that reads “Circle Ahead 1200 ft”. This structure should besupplemented with a sign over the right lane that reads “Lane Ends Merge Right 300 Feet”. In
addition to these signs, epoxy rumble strips should be installed laterally across the roadway onsouthbound US 130. These advance warning signs and rumble strips will alert motorists of thechanging conditions ahead and prepare them to take appropriate actions.
To reduce the impact of the Conrail bridge on the movements between the circles, a signingplan should be developed in the area which identifies the clearance of the railroad overpass as 13'
0" and identifies an alternate route for over-height vehicles. As a result of reviewing the initialdraft of this report, NJ DOT has initiated a concept signing plan which redirects over-heightvehicles away from this low clearance overpass. Figures 26 and 27 illustrate this potential plan.
The exact sign locations and dimensions still need to be determined, however, the conceptidentifies the alternative route as follows: southbound over-height vehicles on US 130 will benotified of the low clearance approximately one mile in advance and directed to use CR 551. As
vehicles proceed southbound on CR 551,south of the East Circle, they will encounter severaltrailblazer signs directing them to south I-295 and US 130. At Park Avenue in Woodbury, thealternate route will turn right and head north on NJ 45. The route will follow NJ 45 to Hessian
Avenue (CR 642) where it will turn left onto Hessian Avenue and go to the Academy Street rampsto southbound I-295 and US 130.
In the reverse direction, overheight vehicles on northbound US 130 will be warned of the
US 130 Brooklawn Circles Concept Development Report Page 51
Figure 28: Looking at US 130 Northbound Traffic Merge into the East Circle
low clearance approximately one mile in advance of the Conrail bridge and directed to use the
alternate route if continuing on US 130 north. Signs posted on northbound US 130 south of RiverRoad will direct trucks over 13’ 0" headed to US 130 north to turn right onto River Road. Atrailblazer sign will direct trucks to turn left from River Road to NJ 47 and enter the East Circle
to proceed on US 130 northbound.
Advance signing on northbound NJ 47 for Creek Road and for the East Circle should be
added. NJ 47 approaches the East Circle on a downgrade from the bridge over the Big TimberCreek. The Creek Road intersection is immediately adjacent to the circle which causes confusionfor drivers attempting to turn into or out of Creek Road.
A significant contributing factor to accidents in the East Circle is related to the weavingmovements and positioning of vehicles as they proceed around the circle (Figure 28). This is
evidenced by the number of side swipe, angle and rear end accidents documented in the circle.Observations of traffic operations within the circle makes it clear that motorists are unsure aboutwhere to position their vehicles within the circle. NJ DOT should investigate the possibility of
providing dashed lane lines around the circle to assist in designating the proper positioning forvehicles in the circle.
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US 130 Brooklawn Circles Concept Development Report Page 55
Metering of Traffic
As stated in the previous chapter, two critical conflict points are responsible for the majorityof the congestion in the East Circle. These conflicts (the left turns onto Creek Road and the circle
traffic merging with southbound US 130 traffic) are created because there are insufficient gaps inthe traffic flow to accommodate the turns/merges. A short range solution to this problem wouldbe to provide gaps in the traffic flow on the southbound US 130 approach and on the northbound
NJ 47 approach.
There are potentially two ways to do this. The first would be to add a gap phase to the
signal timing of the existing traffic signals adjacent to the circle. This could be done quickly andeasily by NJ DOT staff with no capital cost. North of the circle, US 130 intersects Kings Highway(CR 551 spur) at a signalized intersection. This traffic signal is approximately 1,550 feet from the
circle. South of the circle, NJ 47 intersects Broadway Avenue (CR 551) at a signalizedintersection. This traffic signal is approximately 1,500 feet from the circle. These signals appearto an appropriate distance from the circle to provide gaps in the platoons of traffic approaching the
circle. However, adding a gap phase reduces the percentage of green time available to push trafficthrough the intersections and could potentially increase congestion at these intersections.
The second way to provide gaps in the traffic flow is to install metering signals on thesouthbound US 130 approach and on the northbound NJ 47 approach. Appropriate locations wouldhave to be identified and new metering signals would have to be installed. There would be a
capital cost associated with this improvement for the procurement and installation of the newequipment. However, the benefit is that it does not effect the operations of the existing signalizedintersections.
The appropriate strategy should be to try the addition of the gap phase at the existingsignals first and assess whether it improves the conflict points at the circle. If it improves the
operations of the circle, but degrades the operations at the signalized intersections, NJ DOT shouldmove forward on the installation of the metering signals.
Resurfacing
Another significant contributing factor to accidents in the East Circle is wet roadway
conditions. Half of all accidents that occurred in the East Circle during the analysis period
Page 56 US 130 Brooklawn Circles Concept Development Report
occurred during wet conditions. Typically, when a road surface becomes worn down it can become
slick in wet weather. In May of 2000, NJ DOT’s Pavement Management Unit conducted skidresistance testing on US 130 (mp 25.15 to mp 26.10) and NJ 47 (mp 74.75 to mp 75.00). Theresults of this testing can be found in Appendix D. These locations should be considered for
surface treatment.
Mid Range
Creek Road Connection
A significant number of vehicles using the East Circle continue their trip onto Creek Road.The left turns from the East Circle onto Creek Road are problematic and this site experiencesnumerous accidents. Eliminating the turns into and out of Creek Road at this point would reduce
the number of accidents in this area. However, an alternate access would need to be provided toallow for a connection to Creek Road. In light of the fact that the Borough would like to seecommercial development on the vacant parcel at NJ 47 and Creek Road, access to this area is of
particular concern. In looking at the land uses and road network adjacent to the circle, it wasobserved that there may be other possibilities to make the connection between Creek Road and US130. Several potential concepts for a connection to Creek Road are provided below. These
concepts have been reviewed with Brooklawn Borough representatives and discussed with thegeneral public at a Public Information Center. NJ DOT should use this set of potentialimprovements as the basis for Feasibility Assessment. Documentation in support of advancing
improvements at this location is presented in Appendix A.
Alternative 1 - Under this alternative, (Figure 29) left turns from southbound NJ 47 to
Creek Road (167 existing AM Peak vehicles, 351 existing PM Peak vehicles) would be eliminatedby installing a median barrier along NJ 47 from the East Circle to a point south of Creek Road .Traffic from the East Circle destined to Creek Road would proceed around the circle to US 130
northbound and turn right onto an improved Old Salem Road (Figure 30). This alternativeproposes to upgrade Old Salem Road. Parts of the Old Salem Road right of way currently functionas a roadway while other sections appear to have been incorporated into a parking lot (Figures 31
and 32). However, this potential connection should be looked at in more depth. This roadwayintersects Creek Road approximately 700 feet south of its current intersection with NJ 47/EastCircle. It also currently provides access to US 130 northbound approximately 700 feet north of the
East Circle next to the miniature golf course. This movement would require additional signing to
Page 58 US 130 Brooklawn Circles Concept Development Report
Figure 31: Old Salem Road Looking Toward US 130
Figure 30: Looking from Old Salem Road at Northbound US 130 Traffic
US 130 Brooklawn Circles Concept Development Report Page 59
Figure 32: Old Salem Road Looking Toward Creek Road
direct motorists through the maneuvers. Traffic from Creek Road to US 130 northbound would notbe required to go through the circle (51 existing AM Peak vehicles, 57 existing PM Peak vehicles).Right turn traffic from Creek Road into the circle and destined to Hannevig Avenue, US 130
southbound or NJ 47 would continue to be permitted.
Alternative 2A - Under this alternative, (Figure 33) left turns from southbound NJ 47 to
Creek Road would continue to be eliminated by a new median barrier along NJ 47. Right turnsfrom Creek Road into the circle would also be eliminated by closing off the Creek Road approachto the circle. Right turns from northbound NJ 47 to Creek Road would continue to be permitted.
Traffic from the East Circle destined to Creek Road would proceed around the circle to US 130northbound and turn right onto an improved Old Salem Road. Traffic from Creek Road to US 130northbound would not be required to go through the circle. Traffic from Creek Road destined to
Hannevig Avenue, US 130 southbound or NJ 47 would be required to use the upgraded SalemRoad to US 130 northbound then make a U-turn at the Kings Highway jughandle to proceedsouthbound on US 130. This accounts for 77% of the AM Peak westbound Creek Road traffic (177
vehicles) and 83% of the PM Peak westbound Creek Road traffic (271 vehicles).
US 130 Brooklawn Circles Concept Development Report Page 61
Figure 35: Nansen Avenue Looking South Toward US 130
Alternative 2B - As in the previous alternative, left turns from southbound NJ 47 to Creek
Road would continue to be eliminated by a new median barrier along NJ 47, right turns from CreekRoad into the circle would also be eliminated by closing off the Creek Road approach to the circleand right turns from northbound NJ 47 to Creek Road would continue to be permitted (Figure 34).
Traffic between Creek Road and US 130 would use an improved Old Salem Road. However, amedian break and traffic signal on US 130 at Old Salem Road/Nansen Avenue would permit accessfrom Creek Road/Old Salem Road to US 130 southbound. A concrete island on Nansen Avenue
would permit right turns in and right turns out from/to US 130 southbound while preventingthrough traffic from Old Salem Road into Nansen Avenue (Figure 35).
Alternative 2C - This alternative is very similar to Alternative 2B. The only difference
is that the concrete island on Nansen Avenue has been removed and through traffic betweenNansen Avenue and Old Salem Road is permitted (Figure 36).
Page 64 US 130 Brooklawn Circles Concept Development Report
Figure 39: Looking South Across Bowling Alley Parking Lot Toward Creek Road
Alternative 2D - This alternative takes Alternative 2C one step further by providing left
turn lanes on US 130 in both directions (Figure 37). This alternative would reduce the trafficvolume in the circle by allowing US 130 southbound traffic headed to Creek Road (95 existing AMPeak vehicles, 267 existing PM Peak vehicles) to bypass the circle by using Old Salem Road.
Creek Road traffic headed to US 130 northbound would also be able to bypass the circle, as is alsothe case in Alternatives 1 through 2D. Completion of this alternative is expected to require theacquisition of additional right-of-way along US 130.
Alternative 3 - proposes to relocate the Creek Road intersection to the north so that it
intersects directly into the East Circle and not onto NJ 47 (Figure 38). This would eliminate the
left turns from the East Circle onto Creek Road by converting that movement into a right turn. Thearea that would be needed for the approach road and a newly created intersection between CreekRoad and the East Circle is currently used as a parking area for a bowling alley (Figures 39 and 40)
US 130 Brooklawn Circles Concept Development Report Page 67
Figure 40: Looking North Across Bowling Alley Parking Lot Toward the East Circle
and a parking area for the auto body repair shop (Figures 41 and 42) located along the circle. A
potential problem for this alternative is that it creates a new access point onto the circle and couldcreate a weaving problem because of its proximity to NJ 47. However, metering of the NJ 47northbound traffic into the circle may reduce much of these weaving movements. Under this
alternative, Old Salem Road would not be improved. This alternative would provide the shortestaccess from the circle to the potential future commercial site.
Page 68 US 130 Brooklawn Circles Concept Development Report
Figure 41: Looking at the Creek Road / NJ 47 Intersection with the Body Shop Parking Lot in the Foreground
Figure 42: Looking at the Body Shop Parking Lot from Creek Road
APPENDIX A
DOCUMENTATION OF SUPPORT FOR IMPROVEMENTS
APPENDIX B
DETAILED ACCIDENT HISTORY
BR
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1998
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1098
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1/23
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e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
1298
-089
1/28
/199
84:
15 P
M0
0R
t. 47
SB
Cre
ek R
oad
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
SB o
n R
t. 47
(in
the
righ
t lan
e) w
as s
truc
k by
V2
SB o
n R
t. 47
(in
the
left
la
ne)
whe
n V
2 m
erge
d in
to th
e ri
ght l
ane
to a
void
a v
ehic
le tu
rnin
g on
to C
reek
R
d.
1398
-090
1/28
/199
84:
57 P
M0
0SB
Rt.
130
Hor
ton
Ave
Dus
kR
ain
Wet
Rea
r E
ndA
uto
Aut
o
V1
SB o
n U
S 13
0 st
oppe
d qu
ickl
y to
avo
id a
n un
know
n tr
uck
mer
ging
into
its
lane
, whe
n it
was
str
uck
in th
e re
ar b
y V
2 SB
on
US
130
as it
als
o tr
ied
to s
top
but s
lid o
n th
e w
et r
oad
cond
ition
s.
1498
-091
1/28
/199
84:
57 P
M0
3SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Rea
r E
ndA
uto
Aut
oA
uto
V1
SB o
n U
S 13
0 re
ar e
nded
V2
SB o
n U
S 13
0 an
d V
2 w
as p
ushe
d in
to V
3. V
1 w
as d
rivi
ng to
o fa
st f
or w
et r
oad
cond
ition
s an
d co
uld
not s
top
in ti
me
.
1598
-108
2/2/
1998
2:07
AM
00
Cre
ek R
oad
Rt.
47
NB
Dar
kC
lear
Dry
Con
cret
e Is
land
Aut
oV
1 SB
on
Cre
ek R
d. s
truc
k th
e co
ncre
te is
land
. D
rive
r w
as a
rres
ted
for
DW
I.
1698
-128
2/10
/199
812
:48
PM0
1N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
and
V2
wer
e N
B r
ound
ing
the
traf
fic
circ
le, w
hen
V1
(ins
ide
lane
) w
as
wed
ged
into
the
curb
by
V2
(Tra
ctor
Tra
iler
in o
utsi
de la
ne).
1798
-142
2/11
/199
84:
05 P
M0
0H
anne
vig
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
SB o
n H
anne
vig
was
mer
ging
into
the
traf
fic
circ
le, w
hen
it st
oppe
d to
yie
ld
to a
noth
er c
ar, a
nd w
as s
truc
k fr
om b
ehin
d by
V2.
1898
-145
2/17
/199
84:
45 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dus
kR
ain
Wet
Side
swip
eA
uto
Tru
ckB
oth
V1
and
V2
wer
e SB
on
US
130
and
side
swip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
into
the
traf
fic
circ
le a
t the
sam
e tim
e.
1998
-146
2/17
/199
87:
25 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Ang
leA
uto
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
thro
ugh
the
inte
rsec
tion
and
stru
ck V
2 w
ho w
as r
ound
ing
the
traf
fic
circ
le.
2098
-170
3/2/
1998
11:1
1 PM
00
Rt.
47 S
BC
reek
Roa
dD
ark
Rai
nW
etR
ear
End
Aut
oA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
stru
ck f
rom
beh
ind
by V
2.
2198
-171
3/3/
1998
8:19
AM
00
Rt.
47
NB
Cre
ek R
oad
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
V1
NB
on
Rt.
47 s
topp
ed f
or a
line
of
traf
fic
appr
oach
ing
the
circ
le a
nd w
as h
it fr
om b
ehin
d fo
r by
V2
who
slid
due
to w
et r
oad
cond
ition
s.
2298
-182
3/6/
1998
4:07
PM
00
SB R
t. 13
0H
orto
n A
ve.
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
SB o
n U
S 13
0 w
as s
low
ing
for
traf
fic
whe
n it
was
str
uck
in th
e re
ar b
y V
2 SB
on
US
130.
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
3
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
2398
-185
3/8/
1998
12:2
5 PM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htR
ain
Wet
Rea
r E
ndT
ruck
Aut
oV
1 SB
on
Rt.
47 w
as s
topp
ed f
or a
veh
icle
mak
ing
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd
was
str
uck
from
beh
ind
by V
2.
2498
-210
3/21
/199
88:
58 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, whe
n th
e br
akes
lock
ed u
p an
d th
e ve
hicl
e st
ruck
the
conc
rete
isla
nd.
2598
-214
3/23
/199
85:
54 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 w
hen
V1
stop
ped
for
traf
fic
in th
e ci
rcle
and
w
as s
truc
k in
the
rear
by
V2.
2698
-229
3/29
/199
88:
15 P
M0
3SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
ent
er th
e tr
affi
c ci
rcle
at a
hig
h ra
te o
f sp
eed,
and
st
ruck
the
conc
rete
isla
nd c
ausi
ng V
1 to
ove
rtur
n. D
rive
r w
as a
rres
ted
for
DW
I.
2798
-239
4/1/
1998
11:3
2 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
2898
-241
4/3/
1998
5:39
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eT
ruck
/ T
raile
rA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge o
ut o
f th
e tr
affi
c ci
rcle
at t
he s
ame
time.
2998
-252
4/7/
1998
1:29
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge o
ut o
f th
e tr
affi
c ci
rcle
at t
he s
ame
time.
3098
-253
4/7/
1998
5:45
PM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
2 SB
on
Rt.
47 w
as a
ttem
ptin
g to
mak
e a
left
turn
ont
o C
reek
Rd.
and
was
si
desw
iped
as
V1
atte
mpt
ed to
mak
e a
pass
on
the
righ
t.
3198
-258
4/9/
1998
12:0
9 PM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le a
nd s
truc
k th
e co
ncre
te is
land
and
was
then
hit
in th
e re
ar b
y V
2.
3298
-260
4/9/
1998
1:29
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Rea
r E
ndT
ruck
/ T
raile
rA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 en
teri
ng th
e ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2
who
cou
ld n
ot s
top
due
to w
et r
oad
cond
ition
s.
3398
-263
4/11
/199
81:
57 P
M0
1N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 N
B o
n U
S 13
0 w
as s
topp
ed w
ithin
the
circ
le f
or tr
affi
c an
d w
as h
it in
the
rear
by
V2.
3498
-272
4/14
/199
83:
39 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Ang
leA
uto
Tru
ckB
oth
V1
and
V2
wer
e N
B o
n U
S 13
0 w
hen
V2
turn
ed in
to V
1 as
it a
ttem
pted
to
mer
ge o
ut o
f th
e tr
affi
c ci
rcle
at t
he s
ame
time.
3598
-282
4/17
/199
87:
40 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Tru
ck /
Tra
iler
Aut
o
V1
was
trav
elin
g ar
ound
the
circ
le, w
hen
V2
SB o
n U
S 13
0, a
ttem
pted
slo
w
dow
n to
mer
ge in
to th
e ci
rcle
and
slid
on
wet
roa
d co
nditi
ons
and
colli
ded
with
V
1.
3698
-283
4/17
/199
87:
59 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
3798
-290
4/19
/199
812
:28
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
3898
-291
4/19
/199
83:
07 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etH
ead
On
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 en
teri
ng th
e ci
rcle
whe
n V
2 sl
id o
n th
e w
et
road
sur
face
and
spu
n co
mpl
etel
y ar
ound
and
was
str
uck
head
on
by V
1.
3998
-300
4/23
/199
811
:42
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Con
cret
e Is
land
Aut
o
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
4098
-313
4/28
/199
84:
50 P
M0
0H
anne
vig
Ave
.H
anne
vig
Ave
.D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 w
as p
arke
d al
ong
S H
anne
vig
Ave
., w
hen
V2
exite
d th
e tr
affi
c ci
rcle
at a
hig
h ra
te o
f sp
eed
and
lost
con
trol
of
the
vehi
cle
and
side
swip
ed V
1.
4198
-324
5/3/
1998
5:11
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
4298
-336
5/8/
1998
12:3
0 PM
00
Rt.
47 S
BE
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oA
uto
V1
and
V2
SB o
n R
t. 47
wer
e st
oppe
d fo
r a
vehi
cle
mak
ing
a le
ft tu
rn o
nto
Cre
ek R
d. w
hen
V2
was
str
uck
from
beh
ind
by V
3 ex
iting
the
circ
le o
nto
Rt.
47
and
V2
was
pus
hed
into
V1.
4398
-357
5/15
/199
812
:21
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
trav
elin
g ar
ound
the
traf
fic
circ
le d
urin
g he
avy
traf
fic
whe
n th
e tw
o ve
hicl
es s
ides
wip
ed e
ach
othe
r.
4498
-373
5/20
/199
84:
30 P
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le w
hen
an u
nkno
wn
vehi
cle
cut
off
V2
and
forc
ed it
to h
it V
1 in
the
rear
.
4598
-391
5/29
/199
89:
48 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Tru
ck /
Tra
iler
Aut
oV
1 an
d V
2 w
ere
trav
elin
g SB
in th
e tr
affi
c ci
rcle
whe
n V
2 at
tem
pted
to p
ass
V1
on th
e le
ft a
nd th
e tw
o ve
hicl
es s
ides
wip
ed.
4698
-395
6/1/
1998
2:02
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
4
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
4798
-400
6/3/
1998
7:49
AM
01
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oSc
hool
-B
us
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
tryi
ng to
ex
it th
e ci
rcle
to N
B U
S 13
0 w
hile
V2
(out
side
lane
) w
as tr
ying
to c
ontin
ue
arou
nd th
e ci
rcle
and
the
two
vehi
cles
col
lided
whe
n V
1 cr
osse
d V
2’s
lane
.
4898
-405
6/6/
1998
2:48
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (o
utsi
de la
ne)
was
tryi
ng to
co
ntin
ue S
B a
roun
d th
e ci
rcle
whe
n it
was
str
uck
by V
2 (i
nsid
e la
ne)
atte
mpt
ing
to e
xit t
he c
ircl
e to
NB
US
130.
4998
-411
6/8/
1998
9:58
AM
00
Rt.
47 S
BE
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndT
ruck
/ T
raile
rA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
stru
ck f
rom
beh
ind
by V
2.
5098
-418
6/11
/199
86:
58 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
5198
-419
6/11
/199
87:
02 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Wet
Jers
ey B
arri
er -
C
oncr
ete
Aut
oV
1 N
B o
n U
S 13
0 ex
ited
the
traf
fic
circ
le a
nd h
it a
slic
k sp
ot a
nd c
ollid
ed w
ith
the
conc
rete
Jer
sey
Bar
rier
.
5298
-420
6/11
/199
88:
30 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
tryi
ng to
ex
it th
e ci
rcle
to N
B U
S 13
0 w
hile
V1
(out
side
lane
) w
as tr
ying
to c
ontin
ue
arou
nd th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
5398
-422
6/11
/199
84:
54 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 w
as s
topp
ed a
nd p
repa
ring
to tu
rn r
ight
on
to R
t. 47
Sou
th w
hen
it w
as s
truc
k on
the
side
by
V2
who
atte
mpt
ed to
pas
s on
the
righ
t.
5498
-423
6/11
/199
89:
58 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 w
as tr
avel
ing
arou
nd th
e ci
rcle
whe
n it
was
cut
of
by a
n un
know
n ve
hicl
e.
Whe
n V
1 st
oppe
d qu
ickl
y to
this
avo
id v
ehic
le, i
t was
str
uck
in th
e re
ar b
y V
2.
5598
-426
6/12
/199
81:
48 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
5698
-429
6/13
/199
82:
05 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
o
V1
and
V2
wer
e N
B o
n U
S 13
0 tr
avel
ing
arou
nd th
e ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2
who
cou
ld n
ot s
top
due
to w
et r
oad
cond
ition
s.
5798
-432
6/14
/199
84:
27 A
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
5898
-443
6/18
/199
94:
14 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndT
ruck
Aut
oV
1 N
B o
n U
S 13
0 w
as tr
avel
ing
arou
nd th
e tr
affi
c ci
rcle
whe
n it
veer
ed r
ight
and
w
as s
truc
k in
the
rear
by
V2
NB
on
US
130.
5998
-453
6/22
/199
83:
25 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Tru
ck /
Tra
iler
Aut
oV
1 w
as S
B o
n U
S 13
0 m
akin
g a
righ
t off
of
the
traf
fic
circ
le w
hen
it w
as s
truc
k by
V2
SB o
n U
S 13
0 w
hen
V2
thou
ght t
hat V
1 w
as c
ontin
uing
aro
und
the
circ
le.
6098
-469
7/1/
1998
5:38
PM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Side
swip
eT
ruck
Tru
ck /
Tra
iler
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
side
swip
ed b
y V
2 SB
on
Rt.
47 a
s it
atte
mpt
ed to
mak
e a
pass
on
the
righ
t.
6198
-473
7/2/
1998
N/A
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
was
trav
elin
g N
B a
roun
d th
e ci
rcle
whe
n V
2 ex
ited
the
Mer
it St
atio
n as
the
driv
er w
ent i
nto
a di
abet
ic s
hock
and
lost
con
trol
of
the
vehi
cle
and
stru
ck V
1.
6298
-480
7/7/
1998
12:4
8 PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
tryi
ng to
ex
it th
e ci
rcle
to N
B U
S 13
0 w
hile
V2
(out
side
lane
) w
as tr
ying
to c
ontin
ue
arou
nd th
e ci
rcle
and
the
two
vehi
cles
col
lided
whe
n V
1 cr
osse
d V
2’s
lane
.
6398
-487
7/8/
1998
5:55
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Tru
ck /
Tra
iler
Aut
oV
1 N
B o
n U
S 13
0 w
as e
nter
ing
the
circ
le a
nd w
as s
truc
k on
the
side
by
V2
who
w
as tr
avel
ing
arou
nd th
e ci
rcle
and
was
pre
pari
ng to
turn
rig
ht o
nto
Rt.
47.
6498
-491
7/10
/199
84:
12 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 w
hen
V1
stop
ped
for
traf
fic
in th
e ci
rcle
and
w
as s
truc
k in
the
rear
by
V2.
6598
-506
6/12
/199
810
:30
AM
00
Rt.
47
NB
Cre
ek R
oad
Day
light
Rai
nW
etG
uard
Rai
lA
uto
V1
SB o
n U
S 13
0 ex
ited
the
traf
fic
circ
le o
nto
Rt.
47 S
outh
and
lost
con
trol
of
vehi
cle
due
to w
et r
oad
cond
ition
s an
d st
ruck
the
guar
d ra
il.
6698
-508
7/18
/199
811
:41
AM
03
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndT
ruck
/ T
raile
rA
uto
Aut
oV
1 SB
on
US
130
was
slo
win
g fo
r tr
affi
c w
hen
it w
as s
truc
k in
the
rear
by
V2
SB
on U
S 13
0 an
d V
2 w
as a
als
o st
ruck
by
V3
SB o
n U
S 13
0.
6798
-514
7/22
/199
811
:11
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
. D
rive
r ar
rest
ed f
or D
WI.
6898
-517
7/23
/199
86:
30 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Tru
ck /
Tra
iler
Aut
oV
1 SB
on
US
130
ente
red
the
traf
fic
circ
le a
nd s
ides
wip
ed V
2 SB
on
US
130
who
was
alr
eady
in th
e tr
affi
c ci
rcle
.
6998
-518
7/24
/199
812
:10
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
(Str
eet
Lig
hts
Off
)R
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, a
nd s
truc
k th
e co
ncre
te is
land
.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
5
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
7098
-527
7/31
/199
88:
21 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
ente
red
into
the
traf
fic
circ
le f
rom
Rt.
47 a
nd w
as s
ides
wip
ed b
y a
V2
(tra
ctor
tr
aile
r) N
B o
n U
S 13
0.
7198
-535
8/5/
1998
2:13
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
SB o
n U
S 13
0 w
as tr
avel
ing
arou
nd th
e tr
affi
c ci
rcle
, whe
n it
was
str
uck
by
the
trai
ler
of V
2 SB
on
US
130
who
had
just
ent
ered
the
circ
le.
7298
-550
8/10
/199
85:
23 P
M0
0R
t. 47
SB
Cre
ek R
oad
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
SB o
n R
t. 47
was
sto
pped
in tr
affi
c w
as s
ides
wip
ed b
y V
2 SB
on
Rt.
47 w
ho
atte
mpt
ed to
mak
e a
pass
on
the
righ
t.
7398
-551
8/10
/199
86:
13 P
M0
0R
t. 47
SB
Cre
ek R
oad
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
stru
ck f
rom
beh
ind
by V
2 SB
on
Rt.
47 w
ho c
ould
not
sto
p du
e to
wet
roa
d co
nditi
ons.
7498
-554
8/13
/199
86:
52 A
M0
1N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Ang
leA
uto
Bik
e
V1
NB
on
US
130
was
abo
ut to
exi
t the
traf
fic
circ
le, w
hen
a bi
cycl
ist a
ttem
pted
to
cro
ss U
S 13
0 at
the
inte
rsec
tion
and
was
str
uck
by V
1. B
icyc
list w
as
into
xica
ted
and
had
open
con
tain
er o
f be
er in
his
pos
sess
ion.
7598
-558
8/14
/199
84:
01 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
SB o
n U
S 13
0 w
ere
both
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
V2
atte
mpt
ed to
cha
nge
lane
s an
d st
ruck
V1
in th
e re
ar.
7698
-579
8/24
/199
85:
15 P
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
SB o
n U
S 13
0 w
ere
both
trav
elin
g ex
iting
the
traf
fic
circ
le, w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
from
beh
ind
by V
2.
7798
-581
8/25
/199
89:
08 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
ente
ring
the
traf
fic
circ
le a
nd f
aile
d to
obs
erve
the
curv
e in
the
road
way
and
str
uck
the
conc
rete
isla
nd.
Dri
ver
arre
sted
for
DW
I.
7898
-583
8/26
/199
82:
32 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 an
d V
2 w
ere
both
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
V1
stop
ped
to a
void
a
vehi
cle
ente
ring
the
circ
le f
rom
US
130
and
was
str
uck
from
beh
ind
by V
2.
7998
-592
8/28
/199
812
:00
PM0
0R
t. 4
7 N
BC
reek
Roa
dD
aylig
htC
lear
Dry
Side
swip
eT
ruck
/ T
raile
rA
uto
V1
and
V2
wer
e bo
th N
B o
n R
t. 47
and
sid
esw
iped
eac
h ot
her
as b
oth
vehi
cles
at
tem
pted
to m
erge
into
the
sing
le la
ne.
8098
-601
8/31
/199
89:
39 A
M0
0R
t. 4
7 N
BE
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 an
d V
2 w
ere
both
NB
on
Rt.
47 a
nd s
ides
wip
ed e
ach
othe
r as
bot
h ve
hicl
es
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
.
8198
-608
9/3/
1998
8:17
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oT
ruck
V1
atte
mpt
ed to
mak
e a
righ
t tur
n of
f of
Cre
ek R
d. in
to th
e tr
affi
c ci
rcle
and
was
si
desw
iped
by
V2
NB
on
US
130
trav
elin
g w
ithin
the
circ
le.
8298
-610
9/4/
1998
5:12
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
SB o
n U
S 13
0 w
as tr
avel
ing
arou
nd th
e tr
affi
c ci
rcle
, whe
n its
trai
ler
was
st
ruck
by
V2
SB o
n U
S 13
0 as
V2
trie
d to
pas
s on
the
insi
de.
8398
-620
9/8/
1998
8:40
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
ente
ring
the
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2.
8498
-623
9/8/
1998
8:37
PM
00
Rt.
47
NB
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
NB
on
Rt.
47 w
as s
truc
k on
the
side
by
V2
WB
on
Cre
ek R
d. a
s fa
iled
to s
top
at th
e st
op s
ign
on C
reek
Rd.
8598
-630
9/11
/199
812
:45
PM0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 w
as tr
avel
ing
arou
nd th
e ci
rcle
and
pre
pari
ng to
turn
rig
ht o
n to
Rt.
47 S
outh
w
hen
it w
as s
truc
k on
the
side
by
V2
who
atte
mpt
ed to
pas
s on
the
righ
t.
8698
-631
9/11
/199
83:
31 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 N
B o
n U
S 13
0 w
as s
topp
ed w
ithin
the
circ
le f
or tr
affi
c an
d w
as h
it in
the
rear
by
V2
NB
on
US
130.
8798
-635
9/12
/199
812
:55
PM0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Ang
leA
uto
Aut
o
V1
was
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
it at
tem
pted
to m
ake
a ri
ght t
urn
into
the
Mer
it G
as S
tatio
n an
d st
ruck
V2
who
was
trav
elin
g on
the
outs
ide
of th
e tr
affi
c ci
rcle
.
8898
-642
9/16
/199
810
:10
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le a
nd s
truc
k th
e co
ncre
te is
land
and
was
then
hit
in th
e re
ar b
y V
2.
8998
-657
9/22
/199
86:
40 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
th
roug
h th
e in
ters
ectio
n an
d st
ruck
V2
who
was
rou
ndin
g th
e tr
affi
c ci
rcle
.
9098
-658
9/22
/199
87:
13 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 w
hen
V1
skid
ded
due
to o
ily r
oad
surf
ace
and
stuc
k V
2 as
they
bot
h at
tem
pted
to m
erge
into
the
traf
fic
circ
le.
9198
-688
10/3
/199
84:
22 P
M0
0R
t. 47
SB
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
exiti
ng th
e tr
affi
c ci
rcle
ont
o R
t. 47
Sou
th a
nd s
ides
wip
ed
each
oth
er a
s th
ey a
ttem
pted
to e
xit t
he c
ircl
e at
the
sam
e tim
e.
9298
-689
10/4
/199
81:
03 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
due
to o
il on
the
road
way
, and
str
uck
the
conc
rete
isla
nd.
9398
-700
10/7
/199
86:
05 P
M0
0R
t. 47
SB
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oSc
hool
-B
usV
1 SB
on
Rt.
47 w
as s
topp
ed in
traf
fic
was
sid
esw
iped
by
V2
SB o
n R
t. 47
who
at
tem
pted
to m
ake
a pa
ss o
n th
e ri
ght.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
6
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
9498
-701
10/8
/199
81:
46 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
oV
1 an
d V
2 w
ere
roun
ding
the
traf
fic
circ
le w
hen
V1
(ins
ide
lane
) ve
ered
tow
ards
th
e ou
tsid
e la
ne a
nd s
truc
k by
V2.
9598
-705
10/9
/199
83:
40 P
M0
0SB
Rt.
130
Haa
kon
Rd
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
V1
SB o
n U
S 13
0 w
as s
low
ing
for
traf
fic
whe
n it
was
str
uck
in th
e re
ar b
y V
2 SB
on
US
130.
9698
-719
10/1
4/19
983:
20 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
. D
rive
r ar
rest
ed f
or D
WI.
9798
-727
10/1
7/19
982:
18 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (o
utsi
de la
ne)
was
tryi
ng to
co
ntin
ue S
B a
roun
d th
e ci
rcle
whe
n it
was
str
uck
by V
2 (i
nsid
e la
ne)
atte
mpt
ing
to e
xit t
he c
ircl
e to
NB
US
130.
9898
-743
10/2
4/19
985:
11 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
SB o
n U
S 13
0 w
ere
both
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
from
beh
ind
by V
2.
9998
-749
10/2
6/19
983:
49 P
M0
0R
t. 47
SB
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oSc
hool
-B
usV
1 SB
on
Rt.
47 w
as s
topp
ed f
or tr
affi
c an
d w
as s
truc
k fr
om b
ehin
d by
V2
SB o
n R
t. 47
.
100
98-7
5110
/28/
1998
8:00
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
2 (i
nsid
e la
ne)
was
tryi
ng to
ex
it th
e ci
rcle
to N
B U
S 13
0 w
hile
V1
(out
side
lane
) w
as tr
ying
to c
ontin
ue
arou
nd th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
101
98-7
5710
/29/
1998
11:4
4 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
SB o
n U
S 13
0 en
tere
d th
e tr
affi
c ci
rcle
and
sid
esw
iped
V2
SB o
n U
S 13
0 w
ho w
as a
lrea
dy in
the
traf
fic
circ
le.
102
98-7
6811
/3/1
998
6:07
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le w
hen
V2
veer
ed to
its
righ
t and
im
pact
ed w
ith V
1.
103
98-7
6911
/4/1
998
1:13
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e SB
on
US
130
and
side
swip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
out
of
the
traf
fic
circ
le a
t the
sam
e tim
e.
104
98-7
7011
/4/1
998
4:55
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oB
us
V1
and
V2
SB o
n U
S 13
0 w
ere
stop
ped
in tr
affi
c w
ithin
the
circ
le.
Whe
n tr
affi
c le
t up,
bot
h ve
hicl
es a
ttem
pted
to g
et in
the
sam
e la
ne a
nd c
ollid
ed w
ith e
ach
othe
r.
105
98-7
8111
/9/1
998
4:38
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
usk
Cle
arD
rySi
desw
ipe
Tru
ck /
Tra
iler
Aut
oV
1 an
d V
2 w
ere
trav
elin
g SB
in th
e tr
affi
c ci
rcle
whe
n V
2 at
tem
pted
to p
ass
V1
on th
e le
ft a
nd th
e tw
o ve
hicl
es s
ides
wip
ed.
106
98-7
8511
/10/
1998
10:2
9 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
107
98-7
8611
/10/
1998
10:3
0 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etSi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
at t
he s
ame
time.
108
98-7
8711
/11/
1998
5:05
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
109
98-7
8911
/11/
1998
9:03
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
110
98-7
9411
/13/
1998
5:21
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
SB o
n U
S 13
0 w
ere
both
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
from
beh
ind
by V
2.
111
98-8
0611
/11/
1998
8:20
AM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
side
swip
ed a
s V
2 SB
on
Rt.
47 a
ttem
pted
to m
ake
a pa
ss o
n th
e ri
ght.
112
98-8
0811
/19/
1998
6:13
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
tryi
ng to
ex
it th
e ci
rcle
to S
B U
S 13
0 w
hile
V2
(out
side
lane
) w
as tr
ying
to c
ontin
ue
arou
nd th
e ci
rcle
and
the
two
vehi
cles
col
lided
whe
n V
1 cr
osse
d V
2’s
lane
.
113
98-8
1211
/20/
1998
6:50
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Ang
leA
uto
Tru
ckV
1 N
B r
ound
ing
the
traf
fic
circ
le w
as s
truc
k by
V2
who
cut
in f
ront
of
V1
and
mad
e a
righ
t tur
n on
to R
t. 47
Sou
th.
114
98-8
1311
/20/
1998
7:40
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Rea
r E
ndB
usA
uto
V1
NB
on
US
130
was
sto
pped
with
in th
e ci
rcle
for
traf
fic
and
was
hit
in th
e re
ar
by V
2.
115
98-8
5312
/7/1
998
9:55
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
116
98-8
5412
/9/1
998
12:2
9 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etFi
xed
Obj
ect
Aut
o
The
dri
ver
of V
1 N
B o
n U
S 13
0 w
ent i
nto
a di
abet
ic s
hock
and
dro
ve th
roug
h th
e m
iddl
e of
the
traf
fic
circ
le a
nd in
to s
ever
al s
igns
. V
1con
tinue
d no
rth
on U
S 13
0 in
the
SB la
ne a
nd tu
rned
left
on
to H
orto
n A
ve. a
nd d
rove
thro
ugh
the
neig
hbor
hood
ove
r se
vera
l fen
ces/
bush
es b
efor
e co
min
g to
a s
top
on B
erge
n.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
7
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
117
98-8
5512
/9/1
998
11:0
9 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
stop
ped
for
traf
fic
in th
e ci
rcle
whe
n it
was
str
uck
in th
e re
ar
by V
2 SB
on
US
130.
118
98-8
6812
/13/
1998
1:43
PM
00
Rt.
47
NB
Cre
ek R
oad
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V1
NB
on
Rt.
47 w
as s
truc
k on
the
side
by
V2
WB
on
Cre
ek R
d. a
s it
faile
d to
st
op a
t the
sto
p si
gn o
n C
reek
Rd.
119
98-8
7012
/14/
1998
4:01
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
was
slo
win
g fo
r tr
affi
c w
hen
it w
as s
truc
k in
the
rear
by
V2
SB
on U
S 13
0.
120
98-8
7212
/14/
1998
6:32
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
rySi
desw
ipe
Aut
oT
ruck
/ T
raile
rV
1 an
d V
2 w
ere
trav
elin
g SB
in th
e tr
affi
c ci
rcle
whe
n V
2 ve
ered
sud
denl
y to
war
ds th
e le
ft a
nd s
truc
k V
1.
121
98-8
7812
/16/
1998
5:20
PM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 w
hen
V1
stop
ped
for
traf
fic
in th
e ci
rcle
and
w
as s
truc
k in
the
rear
by
V2.
122
98-8
9912
/29/
1998
12:2
3 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e C
urb
Aut
oV
1 SB
on
US
130
was
cut
off
by
anot
her
vehi
cle
and
this
cau
sed
V1
to lo
ck u
p its
br
akes
and
slid
e in
to th
e cu
rb o
f th
e tr
affi
c ci
rcle
.
123
98-9
0012
/29/
1998
12:1
1 PM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
124
99-0
061/
3/19
995:
05 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
125
99-0
281/
14/1
999
5:54
PM
00
Rt.
47
NB
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Icy
Con
cret
e Is
land
Aut
o
V1
SB o
n U
S 13
0 fa
iled
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
and
str
uck
the
conc
rete
isla
nd.
Dri
ver
arre
sted
for
DW
I.
126
99-0
391/
18/1
999
12:3
4 PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
with
in th
e tr
affi
c ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2.
127
99-0
491/
21/1
999
3:40
PM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Ang
leA
uto
Aut
oV
1 an
d V
2 w
ere
both
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
V1
veer
ed to
war
ds
the
insi
de o
f th
e ci
rcle
and
was
str
uck
on th
e le
ft s
ide
of th
e ca
r by
V2
.
128
99-0
501/
21/1
999
5:18
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etA
ngle
Aut
oA
uto
/ tr
aile
rV
1 SB
on
US
130
atte
mpt
ed to
ent
er in
to th
e tr
affi
c ci
rcle
aft
er V
2 pa
ssed
but
V1
did
not s
ee th
e tr
aile
r V
2 w
as to
win
g an
d co
llide
d w
ith th
e tr
aile
r.
129
99-0
511/
21/1
999
5:38
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (o
utsi
de la
ne)
was
tryi
ng to
co
ntin
ue N
B a
roun
d th
e ci
rcle
whe
n it
was
str
uck
by V
2 (i
nsid
e la
ne)
atte
mpt
ing
to e
xit t
he c
ircl
e an
d tu
rn r
ight
ont
o to
SB
Rt.
47.
130
99-0
521/
21/1
999
6:02
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etA
ngle
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
roun
ding
the
traf
fic
circ
le w
hen
V2
turn
ed in
to V
1 as
bot
h ve
hicl
es a
ttem
pted
to m
erge
out
of
the
traf
fic
circ
le o
nto
Rt.
47 S
outh
.
131
99-0
581/
24/1
999
7:26
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Thr
ough
Cir
cle
&
Ove
r C
urb
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
at th
e ci
rcle
, but
ski
dded
on
the
wet
ro
adw
ay a
nd w
ent t
hrou
gh th
e ci
rcle
ont
o th
e m
edia
n an
d st
ruck
a s
ign.
132
99-0
611/
24/1
999
3:24
PM
00
Rt.
47
NB
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
roun
ding
the
traf
fic
circ
le w
hen
V2
turn
ed in
to V
1 as
bot
h ve
hicl
es a
ttem
pted
to m
erge
out
of
the
traf
fic
circ
le o
nto
Rt.
47 S
outh
.
133
99-0
701/
28/1
999
10:0
6 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 w
hen
V1
stop
ped
for
traf
fic
in th
e ci
rcle
and
w
as s
truc
k in
the
rear
by
V2
who
cou
ld n
ot s
top
due
to w
et r
oad
cond
ition
s.
134
99-0
721/
29/1
999
3:45
PM
00
Rt.
47 S
BE
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oB
oth
V1
and
V2
wer
e tr
avel
ing
in th
e ci
rcle
, whe
n V
1 at
tem
pted
to tu
rn o
nto
Rt.
47 S
outh
and
had
to s
low
dow
n fo
r tr
affi
c, w
hen
it w
as h
it in
the
rear
by
V2.
135
99-0
812/
2/19
9910
:20
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Wet
Ove
r C
urb
Tru
ck /
Tra
iler
V1
SB o
n U
S 13
0 at
tem
pted
to e
xit t
he c
ircl
e an
d co
ntin
ue to
war
ds U
S 13
0 So
uth
whe
n th
e tr
aile
r ra
n ov
er th
e cu
rb a
nd r
ippe
d do
wn
seve
ral t
raff
ic s
igns
.
136
99-0
822/
3/19
994:
45 P
M0
0R
t. 47
SB
Cre
ek R
oad
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
side
swip
ed b
y V
2 SB
on
Rt.
47 a
s it
atte
mpt
ed to
pas
s on
the
righ
t.
137
99-0
962/
7/19
9910
:04
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, a
nd s
truc
k th
e co
ncre
te is
land
.
138
99-1
212/
18/1
999
2:25
AM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
139
99-1
362/
27/1
999
7:46
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
140
99-1
493/
3/19
991:
59 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
atte
mpt
ing
to e
xit t
he c
ircl
e an
d tu
rn r
ight
ont
o to
Rt.
47 S
outh
whe
n it
stru
ck V
2 (o
utsi
de
lane
) w
ho w
as tr
ying
to c
ontin
ue N
B a
roun
d th
e ci
rcle
.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
8
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
141
99-1
513/
3/19
993:
01 P
M0
0R
t. 4
7 N
BC
reek
Roa
dD
aylig
htC
lear
Wet
Ang
leA
uto
Aut
oV
1 N
B o
n R
t. 47
was
str
uck
on th
e si
de b
y V
2 W
B o
n C
reek
Rd.
as
V2
faile
d to
st
op a
t the
sto
p si
gn o
n C
reek
Rd.
142
99-1
563/
4/19
991:
51 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
faile
d to
slo
w d
own
to e
nter
the
traf
fic
circ
le a
nd s
truc
k th
e co
ncre
te is
land
. D
rive
r ar
rest
ed f
or D
WI.
143
99-1
623/
6/19
999:
12 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Ang
leA
uto
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
thro
ugh
the
inte
rsec
tion
and
stru
ck V
2 w
ho w
as r
ound
ing
the
traf
fic
circ
le.
144
99-1
633/
6/19
999:
54 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Ang
leA
uto
Aut
oV
1 en
tere
d in
to th
e ci
rcle
fro
m S
outh
Han
nevi
g an
d co
llide
d w
ith V
2 w
ho
atte
mpt
ed to
mak
e a
righ
t tur
n in
to th
e B
rook
law
n D
iner
.
145
99-1
713/
8/19
9910
:22
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
faile
d to
slo
w d
own
to e
nter
the
traf
fic
circ
le a
nd s
truc
k th
e co
ncre
te is
land
. D
rive
r ar
rest
ed f
or D
WI.
146
99-1
833/
16/1
999
7:40
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (o
utsi
de la
ne)
mad
e an
ab
rupt
left
turn
and
to c
ontin
ue a
roun
d th
e ci
rcle
and
str
uck
V2
(ins
ide
lane
) w
hile
V2
atte
mpt
ed to
exi
t the
cir
cle
to N
B U
S 13
0.
147
99-1
863/
16/1
999
4:47
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Ang
leA
uto
Aut
oV
1 an
d V
2 SB
US
130
wer
e tr
avel
ing
arou
nd th
e tr
affi
c ci
rcle
whe
n V
2 w
ho
atte
mpt
ed to
mak
e a
righ
t tur
n in
to th
e B
rook
law
n D
iner
and
col
lided
with
V2.
148
99-1
873/
16/1
999
4:57
PM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
Rt.
47 w
as s
topp
ed f
or a
veh
icle
mak
ing
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd
was
str
uck
from
beh
ind
by V
2.
149
99-1
963/
18/1
999
12:3
5 PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (o
utsi
de la
ne)
was
tryi
ng to
co
ntin
ue S
B a
roun
d th
e ci
rcle
whe
n it
was
str
uck
by V
2 (i
nsid
e la
ne)
atte
mpt
ing
to e
xit t
he c
ircl
e to
NB
US
130.
150
99-2
013/
21/1
999
3:35
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V1
NB
on
US
130
was
ent
erin
g th
e ci
rcle
and
was
str
uck
on th
e si
de b
y V
2 w
ho
was
trav
elin
g ar
ound
the
circ
le to
war
ds R
t. 47
Sou
th
151
99-2
023/
21/1
999
3:53
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oB
oth
V1
and
V2
wer
e SB
on
US
130
with
in th
e tr
affi
c ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2.
152
99-2
053/
21/1
999
3:58
PM
00
Cre
ek R
oad
Rt.
47D
usk
Rai
nW
etR
ear
End
Aut
oA
uto
V1
and
V2
SB C
reek
Rd.
wer
e bo
th s
topp
ed a
t the
inte
rsec
tion
at R
t. 47
, whe
n V
1 st
arte
d to
mak
e a
righ
t tur
n an
d st
oppe
d an
d th
en w
as s
truc
k in
the
rear
by
V2.
153
99-2
133/
25/1
999
2:50
PM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
o /
trai
ler
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn in
to a
par
king
lot a
nd w
as
stru
ck f
rom
beh
ind
by V
2 SB
on
Rt.
47.
154
99-2
183/
26/1
999
8:52
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
with
in th
e ci
rcle
and
wer
e st
oppe
d fo
r tr
affi
c. W
hen
V1
star
ted
to m
ove
with
the
traf
fic,
it s
truc
k V
2 on
the
side
.
155
99-2
223/
28/1
999
1:58
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 N
B o
n U
S 13
0 w
as s
topp
ed a
t the
traf
fic
circ
le p
repa
ring
to e
nter
, whe
n it
was
str
uck
in th
e re
ar b
y V
2 N
B o
n U
S 13
0.
156
99-2
393/
31/1
999
3:55
PM
00
SB R
t. 13
0H
orto
n A
veD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
was
slo
win
g fo
r tr
affi
c w
hen
it w
as s
truc
k in
the
rear
by
V2
SB
on U
S 13
0.
157
99-2
424/
1/19
998:
21 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Tru
ck /
Tra
iler
Bot
h V
1 an
d V
2 w
ere
exiti
ng th
e tr
affi
c ci
rcle
ont
o R
t. 47
Sou
th a
nd s
ides
wip
ed
as th
ey a
ttem
pted
to e
xit a
t the
sam
e tim
e.
158
99-2
434/
1/19
999:
04 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
159
99-2
574/
1/19
991:
21 P
M0
1R
t. 47
SB
Cre
ek R
oad
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
stru
ck f
rom
beh
ind
by V
2 SB
on
Rt.
47.
160
99-2
584/
1/19
995:
34 P
M0
0R
t. 47
SB
Cre
ek R
oad
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
side
swip
ed a
s V
2 SB
on
Rt.
47 a
ttem
pted
to m
ake
a pa
ss o
n th
e ri
ght.
161
99-2
714/
4/19
999:
54 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Rea
r E
ndA
uto
Aut
oB
oth
V1
and
V2
wer
e SB
on
US
130
with
in th
e tr
affi
c ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2.
162
99-2
864/
9/19
994:
57 P
M0
0SB
Rt.
130
Haa
kon
Rd
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Aut
oV
1, V
2 an
d V
3 w
ere
all S
B o
n U
S 13
0 w
hen
V2
rear
end
ed V
1 an
d pu
shed
it
into
V3.
163
99-2
914/
12/1
999
7:52
AM
00
Cre
ek R
oad
Rt.
47 S
BD
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 W
B o
n C
reek
Rd.
sto
pped
for
traf
fic
at th
e in
ters
ectio
n of
Rt.
47 a
nd w
as
stru
ck f
rom
beh
ind
by V
2 W
B o
n C
reek
Rd
who
ski
dded
on
the
wet
roa
dway
.
164
99-2
924/
12/1
999
8:29
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Ang
leA
uto
Aut
o
V1
SB o
n U
S 13
0 w
as tr
avel
ing
arou
nd th
e ci
rcle
to th
e ri
ght o
f a
scho
ol b
us,
whi
le V
2 SB
on
US
130
was
to th
e le
ft o
f th
e sc
hool
bus
. V
2 tu
rned
to th
e ri
ght
in f
ront
of
the
bus
then
into
the
path
of
V1.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
9
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
165
99-2
984/
14/1
999
7:39
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
atte
mpt
ed to
ex
it th
e ci
rcle
to N
B U
S 13
0 an
d w
as s
truc
k by
V2
(out
side
lane
) w
hich
was
tr
ying
to c
ontin
ue S
B a
roun
d th
e ci
rcle
.
166
99-3
014/
14/1
999
9:00
PM
00
Rt.
47 S
BE
ast T
raff
ic C
ircl
e D
ark
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
exiti
ng th
e tr
affi
c ci
rcle
ont
o R
t. 47
Sou
th a
nd s
ides
wip
ed
as th
ey a
ttem
pted
to e
xit t
he c
ircl
e at
the
sam
e tim
e.
167
99-3
044/
16/1
999
6:55
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Tru
ckA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
atte
mpt
ing
to
exit
the
circ
le to
NB
US
130
and
was
str
uck
by V
2 (o
utsi
de la
ne)
whi
ch w
as
tryi
ng to
con
tinue
SB
aro
und
the
circ
le.
168
99-3
064/
16/1
999
8:03
AM
00
Rt.
47
NB
Tim
ber
Cre
ek
Bri
dge
Day
light
Rai
nW
etR
ear
End
Scho
ol
Bus
Aut
o
V1
NB
on
Rt.
47 a
ttem
pted
to s
top
for
traf
fic
appr
oach
ing
the
circ
le a
nd v
eere
d to
in
to th
e le
ft la
ne to
avo
id r
ear-
endi
ng a
noth
er c
ar a
nd w
as h
it fr
om b
ehin
d fo
r by
V
2 w
ho c
ould
not
sto
p fa
st e
noug
h fo
r V
1’s
abru
pt la
ne c
hang
e.
169
99-3
144/
20/1
999
8:54
AM
00
Rt.
47
NB
Cre
ek R
oad
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
V1
NB
on
Rt.
47 s
topp
ed f
or a
line
of
traf
fic
appr
oach
ing
the
circ
le a
nd w
as h
it fr
om b
ehin
d fo
r by
V2
who
slid
due
to w
et r
oad
cond
ition
s.
170
99-3
294/
23/1
999
10:1
0 PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Ang
leA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
atte
mpt
ed to
ex
it th
e ci
rcle
to N
B U
S 13
0 an
d w
as s
truc
k by
V2
(out
side
lane
) w
hich
was
tr
ying
to c
ontin
ue S
B a
roun
d th
e ci
rcle
.
171
99-3
615/
7/19
997:
05 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e N
B o
n U
S 13
0 an
d ha
d ju
st e
nter
ed th
e tr
affi
c ci
rcle
off
of
Rt.
47 w
hen
V1
(ins
ide
lane
) ve
ered
to th
e ri
ght a
nd s
ides
wip
ed V
2.
172
99-3
625/
7/19
998:
02 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e N
B o
n U
S 13
0 an
d ha
d ju
st e
nter
ed th
e tr
affi
c ci
rcle
off
of
Rt.
47 w
hen
V1
slow
ed f
or tr
affi
c an
d w
as s
ides
wip
ed V
2.
173
99-3
755/
12/1
999
11:3
5 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
174
99-3
925/
19/1
999
4:04
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Ang
leA
uto
Aut
oV
1 N
B o
n U
S 13
0 w
as e
nter
ing
the
circ
le a
nd w
as s
truc
k on
the
side
by
V2
who
w
as tr
avel
ing
arou
nd th
e ci
rcle
.
175
99-4
025/
23/1
999
12:2
9 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
176
99-4
035/
23/1
999
2:52
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etT
hrou
gh C
ircl
e &
O
ver
Cur
bM
otor
-cy
cle
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n at
the
circ
le, b
ut s
kidd
ed o
n th
e w
et
road
way
and
put
his
mot
orcy
cle
dow
n hi
tting
the
road
way
and
the
curb
.
177
99-4
145/
27/1
999
3:15
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Tru
ck /
Tra
iler
V1
SB o
n U
S 13
0 co
llide
d w
ith V
2 (T
ract
or T
raile
r) w
ho w
as b
acki
ng u
p on
Rt.
130
SB b
ecau
se th
e dr
iver
fea
red
that
the
truc
k w
ould
not
fit
unde
r th
e ov
erpa
ss.
178
99-4
155/
27/1
999
5:16
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 w
as S
B o
n U
S 13
0 w
as e
nter
ing
the
traf
fic
circ
le a
nd c
ut in
fro
nt o
f an
d si
desw
iped
V2
who
was
trav
elin
g ar
ound
the
traf
fic
circ
le.
179
99-4
276/
1/19
997:
44 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Ang
leA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
atte
mpt
ed to
ex
it th
e ci
rcle
to N
B U
S 13
0 an
d w
as s
truc
k by
V2
(out
side
lane
) w
hich
was
tr
ying
to c
ontin
ue S
B a
roun
d th
e ci
rcle
.
180
99-4
366/
4/19
994:
05 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oB
oth
V1
and
V2
wer
e N
B o
n U
S 13
0 w
ithin
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2.
181
99-4
436/
7/19
9911
:43
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
and
had
just
ent
ered
the
traf
fic
circ
le o
ff o
f R
t. 47
whe
n V
1 (i
nsid
e la
ne)
veer
ed to
the
righ
t and
sid
esw
iped
V2.
182
99-4
486/
8/19
991:
13 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oT
ruck
/ T
raile
rV
1 an
d V
2 w
ere
trav
elin
g SB
in th
e tr
affi
c ci
rcle
whe
n V
2 at
tem
pted
to p
ass
V1
on th
e le
ft a
nd t
he tw
o ve
hicl
es s
ides
wip
ed.
183
99-4
626/
14/1
999
7:21
AM
00
Cre
ek R
oad
Rt.
47D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 W
B o
n C
reek
Rd.
sto
pped
for
traf
fic
at th
e in
ters
ectio
n of
Rt.
47 a
nd w
as
stru
ck f
rom
beh
ind
by V
2 W
B o
n C
reek
Rd.
184
99-4
796/
19/1
999
2:45
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eT
ruck
/ T
raile
rA
uto
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le w
hen
V2
atte
mpt
ed to
pas
s V
1 on
the
left
and
the
two
vehi
cles
sid
esw
iped
.
185
99-4
826/
20/1
999
8:05
AM
00
Rt.
47
NB
Cre
ek R
oad
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V1
NB
on
Rt.
47 w
as e
xitin
g th
e M
erit
Gas
Sta
tion,
and
was
str
uck
by V
2 N
B o
n R
t. 47
who
was
trav
elin
g at
a h
igh
rate
of
spee
d an
d w
as u
nabl
e to
sto
p.
186
99-4
836/
20/1
999
8:43
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
187
99-4
846/
21/1
999
6:44
AM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
10
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
188
99-4
856/
21/1
999
4:40
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le w
hen
V2
atte
mpt
ed to
pas
s V
1 on
the
left
and
the
two
vehi
cles
sid
esw
iped
.
189
99-4
956/
26/1
999
12:0
0 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Side
swip
eT
ruck
/ T
raile
rA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
at t
he s
ame
time.
190
99-4
996/
26/1
999
5:17
PM
01
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryO
ther
- V
ehic
le
Ove
rtur
ned
Mot
or-
cycl
eV
1 w
as tr
avel
ing
NB
aro
und
the
traf
fic
circ
le w
hen
and
lost
con
trol
of
the
mot
orcy
cle
caus
ing
it to
ove
rtur
n on
the
road
way
.
191
99-5
116/
29/1
999
8:15
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
oV
1 an
d V
2 w
ere
trav
elin
g SB
with
in th
e tr
affi
c ci
rcle
whe
n V
2 si
desw
iped
V1
as
it at
tem
pted
a p
ass
on th
e ri
ght.
192
99-5
387/
8/19
997:
16 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le to
war
ds R
t. 47
Sou
th w
hen
V1
veer
ed to
its
left
and
impa
cted
with
V2.
193
99-5
427/
9/19
9911
:06
AM
00
SB R
t. 13
0R
R T
rest
les
Day
light
Rai
nW
etO
ther
- H
it R
R
Tre
stle
sT
ruck
/ T
raile
rV
1 at
tem
pted
to d
rive
und
er th
e ra
ilroa
d ov
erpa
ss w
hen
the
top
of th
e tr
aile
r ca
me
into
con
tact
with
the
brid
ge.
194
99-5
657/
16/1
999
12:3
0 PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
and
side
swip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
out
of
the
traf
fic
circ
le a
t the
sam
e tim
e.
195
99-5
797/
21/1
999
7:22
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as V
1 m
ade
a w
ide
righ
t tur
n in
to th
e en
teri
ng th
e ci
rcle
.
196
99-6
057/
29/1
999
5:49
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eT
ruck
/ T
raile
rA
uto
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le w
hen
V2
atte
mpt
ed to
pas
s V
1 on
the
left
and
the
two
vehi
cles
sid
esw
iped
.
197
99-6
108/
1/19
993:
00 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
198
99-6
128/
1/19
9911
:40
AM
01
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n w
ithin
the
traf
fic
circ
le to
war
ds R
t. 47
Sou
th w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2.
199
99-6
458/
10/1
999
6:35
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 an
d V
2 w
ere
trav
elin
g SB
in th
e tr
affi
c ci
rcle
tow
ards
Rt.
47 S
outh
whe
n V
2 at
tem
pted
to p
ass
on th
e ri
ght a
nd im
pact
ed w
ith V
1.
200
99-6
498/
13/1
999
5:59
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oM
otor
-cy
cle
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
and
side
swip
ed e
ach
othe
r as
V1
mad
e an
ab
rupt
rig
ht tu
rn to
exi
t the
traf
fic
circ
le a
nd c
ollid
ed w
ith V
2 w
ho w
as a
lso
atte
mpt
ing
mer
ge o
ut o
f th
e tr
affi
c ci
rcle
.
201
99-6
508/
14/1
999
1:09
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
an
d st
ruck
the
conc
rete
isla
nd.
202
99-6
518/
14/1
999
1:30
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
203
99-6
678/
20/1
999
4:47
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e bo
th N
B o
n R
t. 47
and
sid
esw
iped
eac
h ot
her
as b
oth
vehi
cles
at
tem
pted
to m
erge
into
the
traf
fic
circ
le.
204
99-6
798/
23/1
999
6:34
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
atte
mpt
ing
to e
xit t
he c
ircl
e an
d tu
rn r
ight
ont
o to
Rt.
47 S
outh
whe
n it
stru
ck V
2 (o
utsi
de
lane
) w
ho w
as tr
ying
to c
ontin
ue N
B a
roun
d th
e ci
rcle
.
205
99-6
838/
26/1
999
12:1
8 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
206
99-6
868/
27/1
999
1:09
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e N
B o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge o
ut o
f th
e tr
affi
c ci
rcle
at t
he s
ame
time.
207
99-6
898/
27/1
999
5:53
PM
01
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
both
SB
with
in th
e tr
affi
c ci
rcle
and
had
sto
pped
for
traf
fic,
w
hen
V1
proc
eede
d fo
rwar
d an
d st
oppe
d qu
ickl
y, V
2 st
arte
d fo
rwar
d an
d st
ruck
V
1 in
the
rear
.
208
99-7
199/
9/19
995:
32 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
and
sto
pped
to
avo
id a
noth
er v
ehic
le in
the
circ
le a
nd w
as th
en h
it in
the
rear
by
V2.
209
99-7
219/
10/1
999
12:1
5 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htR
ain
Wet
Thr
ough
Cir
cle
&
Ove
r C
urb
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
at th
e ci
rcle
, but
ski
dded
on
the
wet
ro
adw
ay a
nd w
ent t
hrou
gh th
e ci
rcle
ont
o th
e m
edia
n.
210
99-7
389/
15/1
999
6:05
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
atte
mpt
ing
to e
xit t
he c
ircl
e an
d tu
rn r
ight
ont
o to
Rt.
47 S
outh
whe
n it
stru
ck V
2 (o
utsi
de
lane
) w
ho w
as tr
ying
to c
ontin
ue N
B a
roun
d th
e ci
rcle
.
211
99-7
409/
16/1
999
2:55
AM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etSi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
at t
he s
ame
time.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
11
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
212
99-7
419/
16/1
999
2:45
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, a
nd w
as c
ut
off
by a
noth
er v
ehic
le a
nd s
kidd
ed o
ut o
f co
ntro
l and
str
uck
the
conc
rete
isla
nd.
213
99-7
749/
28/1
999
3:42
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
SB o
n U
S 13
0 w
ere
both
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
from
beh
ind
by V
2.
214
99-7
769/
28/1
999
7:40
AM
00
Rt.
47
NB
Cre
ek R
oad
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
NB
on
Rt.
47 w
as s
truc
k on
the
side
by
V2
WB
on
Cre
ek R
d. a
s V
2 fa
iled
to
stop
at t
he s
top
sign
on
Cre
ek R
d.
215
99-7
9310
/3/1
999
1:57
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
ryC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 fa
iled
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
and
str
uck
the
conc
rete
isla
nd.
Dri
ver
arre
sted
for
DW
I.
216
99-7
9410
/4/1
999
8:22
AM
01
Rt.
47 N
BC
reek
Roa
dD
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oA
uto
V1
NB
on
Rt.
47 w
as s
topp
ed w
aitin
g to
turn
into
the
Mer
it G
as S
tatio
n. V
2 w
as
stop
ped
behi
nd V
1 w
hen
V3
cam
e ov
er th
e R
t. 47
bri
dge
and
coul
d no
t sto
p on
th
e w
et r
oads
and
col
lided
with
V2
and
push
ed V
2 in
to V
1.
217
99-8
0010
/6/1
999
12:2
1 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eT
ruck
/ T
raile
rA
uto
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le w
hen
V2
was
str
uck
by th
e tr
aile
r of
V1
as V
1 m
ade
a sh
arp
turn
rou
ndin
g th
e cu
rve
of th
e ro
adw
ay.
218
99-8
0110
/6/1
999
5:21
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Tru
ck /
Tra
iler
Aut
oB
oth
V1
and
V2
wer
e en
teri
ng th
e tr
affi
c ci
rcle
fro
m U
S 13
0 N
B w
hen
V2
was
sq
ueez
ed in
bet
wee
n th
e co
ncre
te is
land
and
V1’
s tr
aile
r un
til c
onta
ct w
as m
ade.
219
99-8
0310
/7/1
999
2:16
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
ryT
hrou
gh C
ircl
e &
O
ver
Cur
bA
uto
V1
NB
on
US
130
was
trav
elin
g at
a h
igh
rate
of
spee
d en
teri
ng th
e tr
affi
c ci
rcle
an
d lo
st c
ontr
ol o
f th
e ve
hicl
e an
d st
ruck
the
curb
and
str
eet s
igns
. D
rive
r w
as
arre
sted
for
DW
I.
220
99-8
0810
/8/1
999
9:34
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
ark
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e tr
avel
ing
SB in
the
traf
fic
circ
le w
hen
V2
atte
mpt
ed to
pas
s V
1 on
the
left
and
the
two
vehi
cles
sid
esw
iped
.
221
99-8
4910
/22/
1999
6:45
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
trav
elin
g in
the
circ
le, w
hen
V1
had
to s
low
dow
n fo
r tr
affi
c, w
hen
it w
as h
it in
the
rear
by
V2.
222
99-8
9111
/3/1
999
8:53
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
e D
aylig
htC
lear
Dry
Side
swip
eA
uto
Scho
ol
Bus
V2
SB o
n U
S 13
0 en
tere
d th
e tr
affi
c ci
rcle
and
sid
esw
iped
V1
SB o
n U
S 13
0 w
ho w
as a
lrea
dy in
the
traf
fic
circ
le.
223
99-8
9911
/5/1
999
7:17
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
NB
on
US
130
was
sto
pped
pre
pari
ng to
mak
e a
left
turn
to e
nter
into
B
rook
law
n D
iner
, whe
n it
was
str
uck
on th
e si
de b
y V
2 N
B o
n U
S 13
0.
224
99-9
0711
/7/1
999
11:3
5 A
M0
0C
reek
Roa
dR
t. 47
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
SB C
reek
Rd.
wer
e bo
th s
topp
ed a
t the
inte
rsec
tion
at R
t. 47
, whe
n V
1 st
arte
d to
mak
e a
righ
t tur
n an
d st
oppe
d an
d th
en w
as s
truc
k in
the
rear
by
V2.
225
99-9
1211
/10/
2009
10:0
0 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 an
d V
2 w
ere
NB
on
US
130
trav
elin
g ar
ound
the
circ
le w
hen
V2
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
1.
226
99-9
3911
/19/
1999
5:33
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
tryi
ng to
ex
it th
e ci
rcle
to S
B U
S 13
0 w
hile
V2
(out
side
lane
) w
as tr
ying
to c
ontin
ue
arou
nd th
e ci
rcle
and
the
two
vehi
cles
col
lided
whe
n V
1 cr
osse
d V
2’s
lane
.
227
99-9
4411
/22/
1999
6:45
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Fog
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
228
99-9
4611
/22/
1999
9:39
PM
00
Rt.
47 S
BC
reek
Roa
dD
ark
Rai
nW
etR
ear
End
Aut
oA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
stru
ck f
rom
beh
ind
by V
2 SB
on
Rt.
47.
229
99-9
5311
/25/
1999
6:09
AM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etR
ear
End
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k a
conc
rete
pol
e an
d a
sign
in R
ita’s
Wat
er I
ce.
230
99-9
7612
/4/1
999
8:22
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
231
99-1
002
12/6
/199
95:
52 P
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
232
99-1
005
12/6
/199
911
:01
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Thr
ough
Cir
cle
&
Ove
r C
urb
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
at th
e ci
rcle
, but
ski
dded
on
the
wet
ro
adw
ay a
nd w
ent t
hrou
gh th
e ci
rcle
ont
o th
e m
edia
n.
233
99-1
038
12/1
5/19
998:
10 A
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n w
ithin
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2.
234
99-1
042
12/2
0/19
991:
06 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge o
ut o
f th
e tr
affi
c ci
rcle
at t
he s
ame
time.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
12
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
235
99-1
057
12/2
6/19
993:
38 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
SB o
n U
S 13
0 w
ere
both
trav
elin
g ar
ound
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
from
beh
ind
by V
2.
236
00-0
010
1/3/
2000
5:18
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
237
00-0
019
1/6/
2000
3:19
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e SB
on
US
130
and
side
swip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
into
the
traf
fic
circ
le a
t the
sam
e tim
e.
238
00-0
029
1/11
/200
05:
00 P
M0
0SB
Rt.
130
Hor
ton
Ave
.D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oB
oth
V1
and
V2
wer
e SB
on
US
130
whe
n V
1 st
oppe
d su
dden
ly to
avo
id s
ome
debr
is o
n th
e hi
ghw
ay a
nd w
as s
truc
k fr
om b
ehin
d by
V2.
239
00-0
045
1/18
/200
06:
01 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndB
usA
uto
Aut
oV
1, V
2 an
d V
3 w
ere
all t
rave
ling
NB
on
US
130
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k fr
om b
ehin
d by
V2
who
was
then
str
uck
from
beh
ind
by V
3.
240
00-0
048
1/19
/200
09:
35 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
2 w
as tr
ying
to e
xit t
he c
ircl
e to
NB
US
130
whi
le V
1 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
241
00-0
051
1/20
/200
07:
40 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Snow
ySn
owC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
snow
y ro
adw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
242
00-0
066
1/28
/200
08:
22 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 an
d V
2 w
ere
both
NB
on
US
130
whe
n V
2 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V1.
243
00-0
080
2/2/
2000
8:02
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
2 w
as tr
ying
to e
xit t
he c
ircl
e to
NB
US
130
whi
le V
1 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
244
00-0
104
2/13
/200
06:
30 P
M0
1N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etR
ear
End
Aut
oA
uto
V1
and
V2
wer
e bo
th N
B o
n U
S 13
0 w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2.
245
00-0
105
2/14
/200
01:
04 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etR
ear
End
Aut
oA
uto
V1
and
V2
wer
e bo
th S
B o
n U
S 13
0 w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2 w
ho c
ould
not
sto
p du
e to
the
wet
roa
dway
.
246
00-0
142
2/25
/200
07:
44 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 N
B o
n U
S 13
0 w
as tr
avel
ing
with
in th
e ci
rcle
, and
was
str
uck
on th
e si
de b
y V
2 N
B o
n U
S 13
0 at
tem
ptin
g to
ent
er th
e ci
rcle
.
247
00-0
163
3/4/
2000
2:44
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
ryC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
and
str
uck
the
conc
rete
isla
nd.
Dri
ver
arre
sted
for
DW
I.
248
00-0
165
3/5/
2000
1:12
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge o
ut o
f th
e tr
affi
c ci
rcle
at t
he s
ame
time.
249
00-0
184
3/11
/200
012
:10
PM0
0R
t. 47
SB
Mer
it St
atio
n D
rive
way
Day
light
Rai
nW
etO
ther
- F
ixed
O
bjec
tA
uto
V1
SB o
n R
t. 47
was
dis
trac
ted
by s
ound
s of
ano
ther
veh
icle
and
lost
con
trol
of
the
car
and
stru
ck th
e cu
rb a
nd r
oad
sign
s.
250
00-0
186
3/11
/200
15:
10 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arW
etSi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
at t
he s
ame
time.
251
00-0
189
3/13
/200
07:
03 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e tr
avel
ing
NB
on
US
130
whe
n V
1 w
as s
truc
k on
its
side
by
V2
at th
ey b
oth
vehi
cles
atte
mpt
ed to
exi
t the
cir
cle.
252
00-0
193
3/15
/200
09:
15 A
M0
0C
reek
Roa
dR
t. 47
SB
Day
light
Cle
arW
etR
ear
End
Aut
oA
uto
V1
WB
on
Cre
ek R
d. s
topp
ed f
or tr
affi
c at
the
inte
rsec
tion
of R
t. 47
and
was
st
ruck
fro
m b
ehin
d by
V2
WB
on
Cre
ek R
d.
253
00-0
217
3/25
/200
03:
28 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
o /
trai
ler
Aut
oB
oth
V1
and
V2
wer
e SB
on
US
130
and
side
swip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
into
the
traf
fic
circ
le a
t the
sam
e tim
e.
254
00-0
221
3/27
/200
05:
20 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
o T
ruck
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 at
tem
pted
to e
xit t
he c
ircl
e to
SB
US
130
whi
le V
2 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
whe
n V
1 cr
osse
d V
2’s
lane
.
255
00-0
225
3/28
/200
08:
11 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
SB o
n U
S 13
0 en
tere
d th
e tr
affi
c ci
rcle
and
sid
esw
iped
V2
SB o
n U
S 13
0 w
ho w
as a
lrea
dy in
the
traf
fic
circ
le.
256
00-0
233
3/30
/200
04:
46 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oT
ruck
/ T
raile
rV
1 an
d V
2 w
ere
both
NB
on
US
130
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2.
257
00-0
262
4/9/
2000
12:1
8 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
258
00-0
268
4/11
/200
09:
35 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
13
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
259
00-0
269
4/11
/200
010
:35
PM0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
260
00-0
278
4/15
/200
09:
09 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
261
00-0
279
4/15
/200
09:
52 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
262
00-0
280
4/15
/200
05:
03 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
263
00-0
284
4/16
/200
09:
33 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
264
00-0
287
4/17
/200
06:
44 P
M0
1R
t. 47
SB
Cre
ek R
oad
Dar
kR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 SB
on
Rt.
47 w
as a
ttem
ptin
g to
mak
e a
left
turn
ont
o C
reek
Rd.
and
was
st
ruck
fro
m b
ehin
d by
V2
SB o
n R
t. 47
.
265
00-0
289
4/18
/200
012
:46
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
266
00-0
290
4/18
/200
08:
48 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
2 w
as tr
ying
to e
xit t
he c
ircl
e to
NB
US
130
whi
le V
1 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
267
00-0
297
4/20
/200
05:
17 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
2 w
as tr
ying
to e
xit t
he c
ircl
e to
NB
US
130
whi
le V
1 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
268
00-0
300
4/21
/200
04:
34 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as th
ey b
oth
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
at t
he s
ame
time.
V2
fled
the
scen
e an
d w
as la
ter
arre
sted
for
DW
I.
269
00-0
301
4/21
/200
04:
43 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
et C
oncr
ete
Cur
bA
uto
V1
SB o
n U
S 13
0 w
as c
ut o
ff b
y an
othe
r ve
hicl
e an
d th
is c
ause
d V
1 to
lock
up
its
brak
es a
nd s
lide
into
the
curb
of
the
traf
fic
circ
le.
270
00-0
302
4/21
/200
07:
30 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 en
tere
d in
to th
e tr
affi
c ci
rcle
fro
m R
t. 47
and
was
sid
esw
iped
by
a V
2 N
B o
n U
S 13
0 tr
avel
ing
with
in th
e ci
rcle
.
271
00-0
308
4/21
/200
07:
20 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 N
B o
n U
S 13
0 en
tere
d in
to th
e tr
affi
c ci
rcle
fro
m th
e W
est C
ircl
e an
d w
as
side
swip
ed b
y a
V2
alre
ady
trav
elin
g w
ithin
the
circ
le h
eade
d to
war
ds R
t. 47
.
272
00-0
348
5/3/
2000
3:10
PM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
atte
mpt
ing
to e
xit t
he c
ircl
e an
d tu
rn r
ight
ont
o to
Rt.
47 S
outh
whe
n it
stru
ck V
2 (o
utsi
de
lane
) w
ho w
as tr
ying
to c
ontin
ue N
B a
roun
d th
e ci
rcle
.
273
00-0
366
5/13
/200
09:
44 P
M0
0C
reek
Roa
dR
t. 47
NB
Dar
kR
ain
Wet
Side
swip
eA
uto
Tru
ck
V1
WB
on
Cre
ek R
d. w
as s
topp
ed a
nd d
rive
n pa
rtia
lly o
ff th
e ro
adw
ay a
t the
in
ters
ectio
n of
Rt.
47 a
nd w
as s
truc
k on
the
side
by
V2
WB
on
Cre
ek R
d w
ho
atte
mpt
ing
to p
ass
V1.
274
00-0
368
5/15
/200
08:
17 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
o
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
2 w
as tr
ying
to e
xit t
he c
ircl
e to
NB
US
130
whi
le V
1 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
275
00-0
372
5/17
/200
08:
06 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oB
oth
V1
and
V2
wer
e N
B o
n U
S 13
0 w
ithin
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2.
276
00-0
378
5/19
/200
010
:07
AM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 SB
on
Rt.
47 w
as a
ttem
ptin
g to
mak
e a
left
turn
ont
o C
reek
Rd.
and
was
st
ruck
fro
m b
ehin
d by
V2
SB o
n R
t. 47
.
277
00-0
390
5/23
/200
08:
23 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e C
urb
Aut
oV
1 SB
on
US
130
was
cut
off
by
anot
her
vehi
cle
and
this
cau
sed
V1
to lo
ck u
p its
br
akes
and
slid
e on
the
wet
pav
emen
t int
o th
e cu
rb o
f th
e tr
affi
c ci
rcle
.
278
00-0
401
5/26
/200
04:
02 P
M0
1SB
Rt.
130
Hor
ton
Ave
.D
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
was
slo
win
g fo
r tr
affi
c w
hen
it w
as s
truc
k in
the
rear
by
V2
SB
on U
S 13
0 w
ho w
as u
nabl
e to
sto
p in
tim
e.
279
00-0
431
6/6/
2000
9:02
AM
00
NB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 w
as tr
ying
to e
xit t
he c
ircl
e to
NB
US
130
whi
le V
2 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
280
00-0
435
6/7/
2000
11:2
4 A
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Mot
or-
Cyc
leA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 w
hen
V1
stop
ped
for
traf
fic
in th
e ci
rcle
and
w
as s
truc
k in
the
rear
by
V2
who
cou
ld n
ot s
top
in ti
me.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
14
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
281
00-0
454
6/13
/200
012
:35
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
282
00-0
467
6/18
/200
09:
33 P
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
283
00-0
472
6/23
/200
011
:33
AM
01
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
was
slo
win
g fo
r tr
affi
c w
hen
it w
as s
truc
k in
the
rear
by
V2
SB
on U
S 13
0 w
ho w
as u
nabl
e to
sto
p in
tim
e du
e to
wet
roa
d co
nditi
ons.
284
00-0
502
7/3/
2000
10:3
2 PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
and
str
uck
the
conc
rete
isla
nd.
Dri
ver
arre
sted
for
DW
I.
285
00-0
546
7/15
/200
04:
55 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le a
nd s
truc
k th
e co
ncre
te is
land
.
286
00-0
557
7/20
/200
06:
40 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 w
hen
V1
stop
ped
for
a ve
hicl
e pu
lling
our
of
Rita
’s W
ater
Ice
was
str
uck
in th
e re
ar b
y V
2 w
ho c
ould
not
sto
p in
tim
e.
287
00-0
594
8/8/
2000
4:10
PM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
o
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0, b
ut V
2 w
as tr
avel
ing
at a
hig
h ra
te o
f sp
eed
and
lost
con
trol
and
ski
dded
sid
eway
s st
riki
ng th
e cu
rb a
nd th
en b
ounc
ed b
ack
into
traf
fic
and
stru
ck V
1 on
its
side
.
288
00-0
597
8/10
/200
010
:07
AM
00
Rt.
47 N
BE
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 an
d V
2 w
ere
both
NB
on
Rt.
47 a
nd s
ides
wip
ed e
ach
othe
r as
bot
h ve
hicl
es
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
.
289
00-0
598
8/10
/200
09:
36 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
and
side
swip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
out
of
the
traf
fic
circ
le a
t the
sam
e tim
e.
290
00-0
600
8/11
/200
06:
48 P
M0
0SB
Rt.
130
Han
nevi
g A
ve.
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V1
SB o
n U
S 13
0 w
ithin
the
circ
le a
ttem
pted
to s
top
for
V2
ente
ring
the
circ
le
from
Sou
th H
anne
vig
and
colli
ded
with
V2.
291
00-0
612
8/14
/200
02:
42 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
292
00-0
625
8/18
/200
011
:37
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
293
00-0
626
8/18
/200
02:
55 P
M0
0R
t. 47
NB
Cre
ek R
oad
Day
light
Rai
nW
etA
ngle
Tru
ck /
Tra
iler
Aut
oV
1 N
B o
n R
t. 47
was
atte
mpt
ing
to m
ake
a ri
ght t
urn
onto
Cre
ek R
d., w
hen
V2
NB
on
Rt.
47 a
ttem
pted
to p
ass
on th
e ri
ght a
nd s
truc
k th
e tr
aile
r.
294
00-0
642
8/24
/200
07:
09 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V1
SB o
n U
S 13
0 w
as s
truc
k on
the
side
by
V2
mak
ing
a le
ft tu
rn o
ut o
f B
rook
law
n D
iner
par
king
lot a
nd d
id n
ot s
ee V
1.
295
00-0
644
8/25
/200
012
:38
PM0
1R
t. 47
NB
Cre
ek R
oad
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
NB
on
Rt.
47 w
as a
ttem
ptin
g to
mer
ge in
to th
e ci
rcle
, whe
n it
was
str
uck
on
the
side
by
V2,
atte
mpt
ing
to m
ake
a ri
ght t
urn
from
Cre
ek R
d. o
nto
Rt.
47 a
nd
then
into
the
Eas
t Cir
cle.
296
00-0
645
8/25
/200
01:
17 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 an
d V
2 w
ere
both
NB
on
US
130
whe
n V
1 st
oppe
d fo
r tr
affi
c en
teri
ng th
e ci
rcle
fro
m R
t. 47
and
was
str
uck
on th
e si
de b
y V
2.
297
00-0
664
8/28
/200
06:
56 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
298
00-0
666
8/29
/200
05:
25 P
M0
0SB
Rt.
130
Hor
ton
Ave
.D
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
was
slo
win
g fo
r tr
affi
c w
hen
it w
as s
truc
k in
the
rear
by
V2
SB
on U
S 13
0 w
ho w
as u
nabl
e to
sto
p in
tim
e du
e to
wet
roa
d co
nditi
ons.
299
00-0
699
9/12
/200
03:
48 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 at
tem
pted
to e
xit t
he c
ircl
e to
SB
US
130
whi
le V
2 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
300
00-0
720
9/20
/200
02:
09 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
was
cha
sing
V2
SB o
n U
S 13
0 an
d ra
mm
ed V
2 in
to th
e co
ncre
te is
land
.
301
00-0
721
9/20
/200
07:
57 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
oV
1 en
tere
d in
to th
e tr
affi
c ci
rcle
fro
m R
t. 47
and
was
str
uck
by V
2 N
B o
n U
S 13
0 tr
avel
ing
with
in th
e ci
rcle
.
302
00-0
725
9/21
/200
04:
00 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 an
d V
2 w
ere
both
NB
on
US
130
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2.
303
00-0
727
9/22
/200
02:
36 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
and
stru
ck th
e co
ncre
te is
land
.
304
00-0
728
9/22
/200
02:
36 A
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
was
atte
mpt
ing
to f
lea
from
pol
ice
in a
sto
len
vehi
cle
and
lost
co
ntro
l and
str
uck
the
conc
rete
isla
nd a
nd w
ent o
ut o
f co
ntro
l int
o a
utili
ty p
ole.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
15
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
305
00-0
729
9/22
/200
01:
48 P
M0
0R
t. 47
SB
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oT
ruck
/ T
raile
rV
1 an
d V
2 w
ere
both
NB
on
US
130
and
side
swip
ed e
ach
othe
r as
bot
h ve
hicl
es
atte
mpt
ed to
mer
ge o
nto
SB R
t. 47
.
306
00-0
730
9/22
/200
05:
54 P
M0
0R
t. 47
SB
Cre
ek R
oad
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
SB o
n R
t. 47
was
sto
pped
for
a v
ehic
le p
repa
ring
to tu
rn le
ft o
n to
Cre
ek R
d.
whe
n it
was
str
uck
in th
e re
ar b
y V
2 SB
on
Rt.
47.
307
00-0
738
9/25
/200
07:
22 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
oV
1 N
B o
n U
S 13
0 w
as p
asse
d by
V2
NB
on
US
130
whi
ch s
truc
k V
1 on
the
side
.
308
00-0
743
9/27
/200
04:
10 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oT
ruck
/ T
raile
rB
oth
V1
and
V2
wer
e SB
on
US
130
and
side
swip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
into
traf
fic
circ
le a
t the
sam
e tim
e.
309
00-0
746
9/29
/200
07:
52 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 an
d V
2 w
ere
both
NB
on
US
130
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2.
310
00-0
800
10/1
7/20
0012
:28
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
ryC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 tr
avel
ing
at a
n un
safe
spe
ed, a
ttem
pted
to s
low
dow
n to
ent
er
the
traf
fic
circ
le, b
ut s
kidd
ed a
nd s
truc
k th
e co
ncre
te is
land
.
311
00-0
803
10/1
8/20
009:
58 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
312
00-0
809
10/2
0/20
004:
46 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
o /
Tra
iler
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
trav
elin
g ar
ound
the
circ
le, w
hen
V2
pulli
ng a
boa
t tra
iler,
atte
mpt
ed to
pas
s V
1 on
the
righ
t and
the
boat
trai
ler
stru
ck
V1.
313
00-0
844
11/3
/200
03:
21 P
M0
0R
t. 47
SB
Cre
ek R
oad
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
SB o
n R
t. 47
was
atte
mpt
ing
to m
ake
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd w
as
side
swip
ed a
s V
2 SB
on
Rt.
47 p
asse
d V
1 on
the
righ
t whi
le a
lso
atte
mpt
ing
to
mak
e a
left
turn
ont
o C
reek
Rd
314
00-0
866
11/9
/200
06:
21 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
315
00-0
883
11/1
5/20
007:
43 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oB
oth
V1
and
V2
wer
e N
B o
n U
S 13
0 w
ithin
the
traf
fic
circ
le w
hen
V1
stop
ped
for
traf
fic
and
was
str
uck
in th
e re
ar b
y V
2.
316
00-0
884
11/1
5/20
008:
13 A
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
Bot
h V
1 an
d V
2 w
ere
NB
on
Rt.
47 a
nd s
ides
wip
ed e
ach
othe
r as
they
bot
h at
tem
pted
to m
erge
into
the
traf
fic
circ
le a
t the
sam
e tim
e.
317
00-0
885
11/1
5/20
006:
20 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 SB
on
US
130
was
pas
sed
on th
e ri
ght b
y V
2 SB
on
US
130
whi
ch s
truc
k V
1 on
the
side
.
318
00-0
889
11/1
6/20
004:
50 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
atte
mpt
ing
to e
xit t
he c
ircl
e an
d tu
rn r
ight
ont
o to
Rt.
47 S
outh
whe
n it
stru
ck V
2 (o
utsi
de
lane
) w
ho w
as tr
ying
to c
ontin
ue N
B a
roun
d th
e ci
rcle
.
319
00-0
903
11/2
0/20
005:
30 P
M0
1SB
Rt.
130
Hor
ton
Ave
.D
ark
Rai
nW
etR
ear
End
Aut
oA
uto
V1
SB o
n U
S 13
0 w
as s
low
ing
for
traf
fic
whe
n it
was
str
uck
in th
e re
ar b
y V
2 SB
on
US
130
who
was
una
ble
to s
top
in ti
me
due
to w
et r
oad
cond
ition
s.
320
00-0
905
11/2
1/20
002:
02 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
oV
1 N
B o
n U
S 13
0 tr
avel
ing
arou
nd th
e ci
rcle
was
str
uck
on th
e si
de b
y V
2 ex
iting
the
Hes
s G
as S
tatio
n.
321
00-0
908
11/2
2/20
005:
20 P
M0
0C
reek
Roa
dR
t. 47
SB
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
WB
on
Cre
ek R
d. s
topp
ed f
or tr
affi
c at
the
inte
rsec
tion
of R
t. 47
and
was
st
ruck
fro
m b
ehin
d by
V2
WB
on
Cre
ek R
d.
322
00-0
912
11/2
4/20
0010
:44
PM0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
ryA
ngle
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
with
in th
e tr
affi
c ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
side
by
V2.
323
00-0
916
11/2
5/20
0011
:40
AM
00
SB R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Rai
nW
etC
oncr
ete
Isla
ndA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
324
00-0
917
11/2
6/20
002:
15 A
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oA
uto
V1
SB o
n U
S 13
0 at
tem
pted
to s
low
dow
n to
ent
er th
e tr
affi
c ci
rcle
, but
ski
dded
on
the
wet
roa
dway
, and
str
uck
the
conc
rete
isla
nd.
Onc
e V
1 w
as d
isab
led
it w
as
then
str
uck
in th
e re
ar b
y V
2 SB
on
US
130
who
cou
ld n
ot s
top.
325
00-0
931
11/3
0/20
003:
49 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 at
tem
pted
to e
xit t
he c
ircl
e to
SB
US
130
whi
le V
2 w
as tr
ying
to c
ontin
ue a
roun
d th
e ci
rcle
and
the
two
vehi
cles
col
lided
.
326
00-0
943
12/1
/200
16:
30 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
ryA
ngle
Aut
oA
uto
V1
and
V2
wer
e ro
undi
ng th
e tr
affi
c ci
rcle
whe
n V
1 (i
nsid
e la
ne)
was
atte
mpt
ing
to e
xit t
he c
ircl
e an
d tu
rn r
ight
ont
o to
Rt.
47 S
outh
whe
n it
stru
ck V
2 (o
utsi
de
lane
) w
ho w
as tr
ying
to c
ontin
ue N
B a
roun
d th
e ci
rcle
.
327
00-0
955
12/1
1/20
009:
05 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Con
cret
e Is
land
Aut
oV
1 SB
on
US
130
atte
mpt
ed to
slo
w d
own
to e
nter
the
traf
fic
circ
le, b
ut s
kidd
ed
on th
e w
et r
oadw
ay, a
nd s
truc
k th
e co
ncre
te is
land
.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
16
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
328
00-0
965
12/1
5/20
006:
54 P
M0
0SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e SB
on
US
130
with
in th
e tr
affi
c ci
rcle
whe
n V
2 m
oved
to
its r
ight
and
str
uck
V1
in th
e si
de.
329
00-0
975
12/1
8/20
0011
:33
AM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Tru
ckV
1 SB
on
Rt.
47 w
as s
topp
ed f
or a
veh
icle
mak
ing
a le
ft tu
rn o
nto
Cre
ek R
d. a
nd
was
str
uck
from
beh
ind
by V
2.
330
00-0
980
12/1
9/20
0011
:35
AM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
oV
1 N
B o
n R
t. 47
was
str
uck
on th
e si
de b
y V
2 W
B o
n C
reek
Rd.
as
V2
atte
mpt
ed
to m
erge
ont
o R
t. 47
and
into
the
circ
le.
331
00-0
983
12/2
/200
010
:15
AM
00
Rt.
47 S
BC
reek
Roa
dD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 an
d V
2 w
ere
both
NB
on
Rt.
47 a
nd s
ides
wip
ed e
ach
othe
r as
bot
h ve
hicl
es
atte
mpt
ed to
mer
ge in
to th
e tr
affi
c ci
rcle
.
332
00-0
984
12/1
4/20
005:
50 P
M0
1SB
Rt.
130
Eas
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
was
slo
win
g fo
r tr
affi
c w
hen
it w
as s
truc
k in
the
rear
by
V2
SB
on U
S 13
0 w
ho d
id n
otic
e V
1 ha
d st
oppe
d fo
r tr
affi
c.
333
00-0
997
12/2
0/20
007:
28 P
M0
0N
B R
t. 13
0E
ast T
raff
ic C
ircl
eD
ark
Cle
arD
ryR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
NB
on
US
130
with
in th
e tr
affi
c ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k in
the
rear
by
V2.
The
dri
ver
of V
2 w
as a
rres
ted
for
DW
I.
334
00-1
004
12/2
2/20
003:
04 P
M0
0N
B R
t. 13
0R
t. 47
SB
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
V1
and
V2
wer
e bo
th N
B o
n U
S 13
0 an
d si
desw
iped
eac
h ot
her
as b
oth
vehi
cles
at
tem
pted
to m
erge
ont
o SB
Rt.
47.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
17
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
WE
ST B
RO
OK
LA
WN
TR
AF
FIC
CIR
CL
E
198
-022
1/7/
1998
5:19
PM
00
NB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Dar
kR
ain
Wet
Side
swip
eA
uto
Aut
oV
1 w
as r
ound
ing
the
traf
fic
circ
le a
nd w
as s
truc
k on
the
side
by
V2
NB
on
US
130
as it
ent
ered
into
the
traf
fic
circ
le.
298
-071
1/23
/199
87:
01 A
M0
0N
B R
t. 13
0W
est T
raff
ic C
ircl
eD
awn
Rai
nW
etA
ngle
Aut
oA
uto
V1
was
rou
ndin
g th
e tr
affi
c ci
rcle
and
was
str
uck
on th
e si
de b
y V
2 SB
on
US
130
as it
ent
ered
into
the
traf
fic
circ
le.
398
-126
2/9/
1998
2:19
AM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
ark
Cle
arIc
yH
it C
urb
Polic
e C
arV
1 w
as r
espo
ndin
g to
a p
olic
e em
erge
ncy
and
as it
ent
ered
the
traf
fic
circ
le, t
he
vehi
cle
slid
on
the
ice
cove
red
road
way
and
cam
e in
to c
onta
ct w
ith th
e cu
rb.
498
-134
2/13
/199
810
:07
AM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 W
B a
roun
d th
e tr
affi
c ci
rcle
slo
wed
dow
n to
yie
ld to
veh
icle
s m
ergi
ng in
to
the
circ
le f
rom
US
130
and
was
str
uck
on th
e si
de a
s V
2 tr
ied
to p
ass
on th
e le
ft.
598
-159
2/24
/199
83:
44 P
M0
0N
B R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 N
B a
roun
d th
e ci
rcle
slo
wed
for
a v
ehic
le th
at tu
rned
in f
ront
of
it an
d w
as
stru
ck in
the
rear
by
V2
NB
on
US
130.
698
-169
3/2/
1998
4:43
PM
00
SB N
ew
Bro
adw
ayW
est T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Ang
leA
uto
Aut
oV
1 w
as tr
avel
ing
arou
nd th
e tr
affi
c ci
rcle
, and
str
uck
V2
whe
n V
2 ex
ited
Ver
chio
s pa
rkin
g lo
t and
cut
in f
ront
of
V1.
798
-178
3/5/
1998
10:0
9 A
M0
0N
B R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
WB
aro
und
the
traf
fic
circ
le s
low
ed d
own
to y
ield
to v
ehic
les
mer
ging
into
th
e ci
rcle
fro
m U
S 13
0 an
d w
as s
truc
k on
the
side
as
V2
trie
d to
pas
s on
the
left
.
898
-190
3/8/
1998
6:40
PM
00
SB N
ew
Bro
adw
ayW
est T
raff
ic C
ircl
eD
ark
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
SB o
n B
road
way
sto
pped
pri
or to
ent
erin
g th
e tr
affi
c ci
rcle
and
was
str
uck
from
beh
ind
by V
2 w
ho c
ould
not
sto
p du
e to
wet
roa
d co
nditi
ons.
998
-319
5/1/
1998
4:23
PM
02
NB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
Aut
o
V1
and
V2
wer
e st
oppe
d fo
r tr
affi
c in
the
circ
le w
hen
they
wer
e bo
th s
truc
k on
th
e si
de b
y V
3 N
B o
n U
S 13
0 w
ho h
ad ju
st e
nter
ed th
e tr
affi
c ci
rcle
whe
n th
e ve
hicl
e sl
id o
n th
e w
et r
oadw
ay.
1098
-393
5/30
/199
812
:57
PM0
0SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
trav
elin
g ar
ound
the
traf
fic
circ
le s
topp
ed a
s a
truc
k su
dden
ly m
erge
d in
to th
e ci
rcle
fro
m B
road
way
. V
2 st
ruck
V1
whe
n it
coul
d no
t sto
p in
tim
e.
1198
-416
6/10
/199
84:
55 P
M0
0SB
New
B
road
way
Wes
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryA
ngle
Aut
oA
uto
V2
trav
elin
g ar
ound
the
traf
fic
circ
le a
ttem
pted
to m
ake
a ri
ght t
urn
into
Ver
chio
s Pr
oduc
e an
d w
as s
truc
k on
the
side
by
V1
SB o
n B
road
way
as
it at
tem
pted
to
mer
ge in
to th
e ci
rcle
.
1298
-661
9/22
/199
81:
49 P
M0
0SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V2
was
trav
elin
g ar
ound
the
traf
fic
circ
le to
war
d U
S 13
0 So
uth
and
was
str
uck
on
the
side
by
V1
as V
1 ex
ited
Ver
chio
s pa
rkin
g lo
t.
1398
-820
11/2
4/19
982:
54 P
M0
0SB
New
B
road
way
Wes
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
SB o
n B
road
way
was
sto
pped
in t
raff
ic a
nd w
as s
truc
k fr
om b
ehin
d by
V2
who
did
not
sto
p in
tim
e.
1498
-840
12/3
/199
86:
16 P
M0
0SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Rea
r E
ndA
uto
Aut
o
V1
ente
red
the
traf
fic
circ
le f
rom
Bro
adw
ay, w
hile
V2
had
been
trav
elin
g ar
ound
th
e ci
rcle
. W
hen
V1
stop
ped
quic
kly
to a
void
ano
ther
veh
icle
it w
as s
truc
k in
the
rear
by
V2
who
cou
ld n
ot s
top
in ti
me.
1599
-038
1/18
/199
99:
36 A
M0
1N
B R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Thr
ough
Cir
cle
Aut
oT
he d
rive
r of
V1
NB
on
130
suff
ered
an
epile
ptic
sei
zure
and
the
car
jum
ped
the
curb
, dro
ve th
roug
h th
e ci
rcle
and
str
uck
a tr
ee.
1699
-148
3/3/
1999
8:40
AM
00
NB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 at
tem
pted
to e
xit o
ut o
f th
e tr
affi
c ci
rcle
ont
o N
B B
road
way
at
the
sam
e tim
e an
d st
ruck
eac
h ot
her
on th
e si
de.
1799
-305
4/16
/199
97:
41 A
M0
1SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
SB o
n U
S 13
0 w
as s
tuck
on
the
side
by
V2
SB o
n U
S 13
0 as
bot
h ve
hicl
es
prep
ared
to m
erge
into
the
Wes
t Tra
ffic
Cir
cle.
1899
-309
4/16
/199
95:
45 P
M0
0SB
New
B
road
way
Wes
t Tra
ffic
Cir
cle
Day
light
Cle
arD
ryR
ear
End
Aut
oA
uto
V1
SB o
n B
road
way
was
sto
pped
in t
raff
ic a
nd w
as s
truc
k fr
om b
ehin
d by
V2
who
did
not
sto
p in
tim
e.
1999
-359
5/6/
1999
4:25
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
o
V1
trav
elin
g ar
ound
the
traf
fic
circ
le a
ttem
pted
to m
ake
a ri
ght t
urn
into
Ver
chio
s Pr
oduc
e an
d w
as s
truc
k on
the
side
by
V2
SB o
n B
road
way
who
pas
sed
stop
ped
cars
on
the
righ
t and
atte
mpt
ed to
mer
ge in
to th
e ci
rcle
.
2099
-391
5/19
/199
99:
03 A
M0
0N
B R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 N
B o
n U
S 13
0 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k fr
om b
ehin
d by
V2
who
sk
idde
d on
wet
roa
d co
nditi
ons.
2199
-409
5/26
/199
95:
12 P
M0
0SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
trav
elin
g SB
aro
und
the
traf
fic
circ
le s
ide
by s
ide
whe
n V
2 m
ade
cont
act w
ith V
1.
2299
-450
6/10
/199
94:
47 P
M0
0N
B R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Tru
ck /
Tra
iler
Bot
h V
1 an
d V
2 w
ere
trav
elin
g N
B a
roun
d th
e tr
affi
c ci
rcle
whe
n V
1 w
as s
truc
k by
the
trai
ler
of V
2 as
V2
cut i
n fr
ont o
f V
1.
2399
-459
6/13
/199
92:
59 P
M0
0SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V2
was
trav
elin
g ar
ound
the
traf
fic
circ
le to
war
d U
S 13
0 So
uth
and
stru
ck V
1 as
V
1 ex
ited
Ver
chio
s pa
rkin
g lo
t and
into
the
path
of
V2.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
18
V1
V2
V3
Road Surface
Acc
iden
t T
ype
Acc
iden
t D
escr
ipti
onV
ehic
le T
ype
Accident Number
Weather
# Injured
Stre
etIn
ters
ecti
onL
ight
Con
d.B
BP
D*
Rep
ort
Num
ber
Dat
eT
ime
# Killed
2499
-760
9/22
/199
97:
59 A
M0
0SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
V1
trav
elin
g W
B a
roun
d th
e tr
affi
c ci
rcle
slo
wed
dow
n to
yie
ld to
veh
icle
s m
ergi
ng in
to th
e ci
rcle
fro
m U
S 13
0 an
d w
as s
truc
k on
the
side
by
V2.
2599
-765
9/24
/199
92:
52 P
M0
0N
B R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eT
ruck
/ T
raile
rA
uto
V1
WB
aro
und
the
traf
fic
circ
le s
low
ed d
own
to y
ield
to v
ehic
les
mer
ging
into
th
e ci
rcle
fro
m U
S 13
0 an
d w
as s
truc
k on
the
side
as
V2
trie
d to
pas
s on
the
left
.
2699
-967
12/1
/199
98:
20 A
M0
0SB
New
B
road
way
Wes
t Tra
ffic
Cir
cle
Day
light
Cle
arD
rySi
desw
ipe
Aut
oT
ruck
/ T
raile
rB
oth
V1
and
V2
atte
mpt
ed to
exi
t out
of
the
traf
fic
circ
le o
nto
NB
Bro
adw
ay a
t th
e sa
me
time
and
stru
ck e
ach
othe
r on
the
side
.
2700
-004
41/
18/2
000
5:50
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
ark
Cle
arD
ryO
ther
Aut
oB
icyc
leV
1 SB
on
US
130
stru
ck a
bic
yclis
t who
was
trav
elin
g N
B in
the
SB la
nes.
2800
-010
92/
15/2
000
9:32
AM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
trav
elin
g ar
ound
the
traf
fic
circ
le s
topp
ed d
ue to
traf
fic
and
was
str
uck
by V
2 w
hen
it co
uld
not s
top
in ti
me
to a
void
the
colli
sion
.
2900
-011
62/
16/2
000
12:1
1 PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
o
V2
SB o
n U
S 13
0 tr
avel
ing
arou
nd th
e tr
affi
c ci
rcle
was
str
uck
by V
1 w
ho
atte
mpt
ed to
mak
e a
left
turn
into
the
circ
le f
rom
Ver
chio
s M
arke
t and
was
tr
avel
ing
agai
nst t
he f
low
of
traf
fic.
3000
-012
02/
18/2
000
3:54
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Side
swip
eA
uto
Tru
ck /
Tra
iler
V1
SB o
n U
S 13
0 w
as s
tuck
on
the
side
by
V2
SB o
n U
S 13
0 as
bot
h ve
hicl
es
prep
ared
to m
erge
into
the
Wes
t Tra
ffic
Cir
cle
at th
e sa
me
time
usin
g on
ly th
e si
ngle
lane
pro
vide
d.
3100
-018
53/
11/2
000
4:31
PM
00
NB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
oA
uto
Bot
h V
1 an
d V
2 N
B o
n U
S 13
0 at
tem
pted
to e
xit o
ut o
f th
e tr
affi
c ci
rcle
tow
ards
th
e E
ast C
ircl
e at
the
sam
e tim
e an
d st
ruck
eac
h ot
her
on th
e si
de.
3200
-019
93/
17/2
000
8:52
AM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Rea
r E
ndA
uto
Aut
oV
1 tr
avel
ing
WB
aro
und
the
traf
fic
circ
le s
low
ed d
own
to y
ield
to v
ehic
les
mer
ging
into
the
circ
le f
rom
US
130
and
was
str
uck
in th
e re
ar b
y V
2.
3300
-023
53/
31/2
000
3:25
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
oV
1 SB
on
US
130
ente
red
the
traf
fic
circ
le a
nd w
as s
truc
k by
V2
trav
elin
g W
B
arou
nd th
e tr
affi
c ci
rcle
.
3400
-025
74/
6/20
009:
45 P
M0
0SB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Dar
kC
lear
Dry
Ang
leA
uto
Aut
oV
1 SB
on
US
130
was
str
uck
on th
e si
de b
y V
2 SB
on
New
Bro
adw
ay a
s V
2 fa
iled
to y
ield
the
righ
t of
way
.
3500
-031
64/
27/2
000
2:59
PM
01
NB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etSi
desw
ipe
Aut
o T
ruck
V1
NB
on
US
130
had
just
ent
ered
the
traf
fic
circ
le a
nd w
as s
truc
k on
the
side
by
V2
NB
on
US
130
alre
ady
with
in th
e tr
affi
c ci
rcle
.
3600
-031
74/
27/2
000
3:50
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htR
ain
Wet
Side
swip
eA
uto
Aut
oV
1 SB
on
US
130
had
just
ent
ered
the
traf
fic
circ
le a
nd w
as s
truc
k on
the
side
by
V2
WB
with
in th
e ci
rcle
hea
ding
tow
ards
New
Bro
adw
ay.
3700
-035
75/
10/2
000
5:13
PM
04
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Aut
oA
uto
V2
SB o
n U
S 13
0 w
as s
ides
wip
ed b
y an
V3
SB o
n U
S 13
0 an
d th
e re
sulti
ng
actio
n ca
used
V2
to lo
ose
cont
rol ,
str
ike
the
curb
and
V1
SB o
n N
ew B
road
way
w
aitin
g to
ent
er in
to th
e ci
rcle
.
3800
-039
95/
25/2
000
5:24
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 SB
on
US
130
was
str
uck
on th
e si
de b
y V
2 SB
on
New
Bro
adw
ay a
s V
2 fa
iled
to y
ield
the
righ
t of
way
ent
erin
g in
to th
e ci
rcle
.
3900
-040
05/
26/2
000
3:22
PM
00
SB N
ew
Bro
adw
ayW
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
Bro
adw
ay w
as s
topp
ed in
tra
ffic
and
was
str
uck
from
beh
ind
by V
2 w
ho d
id n
ot s
top
in ti
me.
4000
-046
66/
18/2
000
4:49
PM
01
NB
Rt.
130
Wes
t Tra
ffic
Cir
cle
Day
light
Rai
nW
etA
ngle
Aut
oA
uto
V1
NB
on
US
130
was
sto
pped
on th
e W
est C
ircl
e w
aitin
g to
con
tinue
NB
on
US
130
was
str
uck
by V
2 tr
avel
ing
arou
nd th
e ci
rcle
.
4100
-062
08/
16/2
000
1:30
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Rea
r E
ndA
uto
Aut
oV
1 SB
on
US
130
trav
elin
g ar
ound
the
traf
fic
circ
le s
topp
ed d
ue to
traf
fic
and
was
str
uck
by V
2 w
hen
it co
uld
not s
top
in ti
me
to a
void
the
colli
sion
.
4200
-080
810
/20/
2000
4:17
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oV
1 SB
on
US
130
was
str
uck
on th
e si
de b
y V
2 SB
on
SB o
n U
S 13
0 as
V2
faile
d to
yie
ld th
e ri
ght o
f w
ay e
nter
ing
into
the
circ
le.
4300
-081
710
/24/
2000
9:41
AM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Ang
leA
uto
Bus
V1
SB o
n U
S 13
0 at
tem
ptin
g to
ent
er V
erch
io’s
, was
str
uck
on th
e si
de b
y V
2 SB
on
SB
on
US
130
V2
faile
d to
yie
ld th
e ri
ght o
f w
ay e
nter
ing
into
the
circ
le.
4400
-089
611
/18/
2000
3:55
PM
00
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htC
lear
Dry
Side
swip
eA
uto
Aut
oB
oth
V1
and
V2
wer
e tr
avel
ing
SB a
roun
d th
e tr
affi
c ci
rcle
whe
n V
1 st
oppe
d fo
r tr
affi
c an
d w
as s
truc
k on
the
side
by
V2.
4500
-100
112
/22/
2000
7:45
AM
01
SB R
t. 13
0W
est T
raff
ic C
ircl
eD
aylig
htSn
owW
etR
ear
End
Aut
oA
uto
Bot
h V
1 an
d V
2 w
ere
SB o
n U
S 13
0 tr
avel
ing
arou
nd th
e tr
affi
c ci
rcle
whe
n V
1 st
oppe
d du
e to
traf
fic
and
was
str
uck
by V
2 w
hen
it co
uld
not s
top.
US
130:
Bro
okla
wn
Cir
cles
Con
cept
Dev
elop
men
t Rep
ort
B -
19
APPENDIX C
PUBLIC INFORMATION CENTER
US 130 Brooklawn Circles Concept Development Report Page C-3
On September 5th, 2001, DVRPC hosted a Public Information Center at the BrooklawnSenior Citizen Center. The purpose of this meeting was to provide an opportunity for the
general public and local businesses to assist in identifying traffic problems associated with thecircles. Attendees were also given an opportunity to express their opinions on a set of potentialimprovement concepts developed by DVRPC. In addition to DVRPC staff, NJ DOT, Camden
County and Brooklawn Borough were all represented. An informational flier was produced anddistributed as part of this process. A copy of this flier is provided in this Appendix. A copy ofthe sign-in sheet is also provided in this Appendix.
Handouts were distributed to the attendees to provide some description on the set ofpotential conceptual improvements. The handouts also included a comment sheet which the
attendees were asked to fill out and return. A limited number of comment sheets were returned. The following is a summary of the public comments offered at the meeting. Concerning thepotential quick-fix safety and operational improvements, all were positively received. The only
negative comment was that the flexible object markers were not perceived as having the abilityto help slow down traffic on southbound US 130.
Although no improvement alternative had more than four written comments, there wasconsiderable discussion about each alternative among the attendees. Alternatives 1, 2a, 2c and2d each had two votes for acceptable and two votes for unacceptable in respect to addressing
problems encountered by the movements between the East Circle and Creek Road. Alternatives 2b and 3 each had three votes for acceptable and one vote for unacceptable.
DATE: Wednesday, September 5, 2001
PLACE: Brooklawn Senior Citizens Center101 Second StreetBrooklawn, NJ
TIME: 4 p.m. to 7 p.m. (Open House)
Hosted By: Brooklawn BoroughDelaware Valley Regional Planning CommissionNew Jersey Department of Transportation
US 130 Brooklawn Circles
You are invited to attend aPublic Information Center
Y O U R I N P U T I S N E E D E D :
The Delaware Valley Regional Planning Commission hasbeen asked by Brooklawn Borough and NJ DOT toexamine the traffic operations in the vicinity of theBrooklawn Circles and develop a set of potentialimprovements. DVRPC is requesting input from the publicto assist in identifying traffic problems associated withthe circles. Your input will help define the potentialimprovements for further study.
This meeting facility is accessible to persons with disabilities. For more informationabout this meeting, or if you need special assistance, you may contact DVRPC'sPublic Affairs Office at: (215) 238-2871.
SE
PT
EM
BE
R5
,2
00
1
APPENDIX D
US 130 AND NJ 47 SKID RESISTANCE TESTING RESULTS
Title of Report US 130 Brooklawn Circles Concept Development Report
Publication No.: 02008
Date Published: February 2002
Geographic Area Covered: Brooklawn Borough, Camden County
Key Words: traffic circles, accident analysis, traffic volumes, physical and operatingconditions, short term improvements
ABSTRACTThis document presents the details of a transportation planning study for the US 130Brooklawn Circles Area. This effort, performed in cooperation with the Borough ofBrooklawn and NJ DOT, is intended to serve as the Concept Development Report of NJDOT’s Project Delivery Process. The primary activities of Concept Development include:collection of data, evaluation of deficiencies and coordination with stakeholders in thecommunity and with NJ DOT’s core groups. It examines the existing traffic operations andaccident history occurring in the two circles along US 130 and in the immediate vicinity onthe approach roads. A preliminary identification of features sensitive to highwayimprovements (parks, churches, schools, flood plain and wetlands) is included. A set ofshort range actions such as signing and stripping intended to be completed quickly andwithout further study are presented. A range of improvement concepts to address thesafety and congestion issues are also presented.
Delaware Valley Regional Planning Commission8th Floor — The Bourse Building111 South Independence Mall EastPhiladelphia, PA 19106-2582
Phone: 215-592-1800Fax: 215-592-9125Internet: www.dvrpc.org
Staff contact: John WardDirect phone: (215) 238-2899E-mail: [email protected]