Route 55- Deptford Traffic Study

Transcription

Created in 1965, the Delaware Valley Regional Planning Commission (DVRPC)
is an interstate, intercounty and intercity agency that provides continuing,
comprehensive and coordinated planning to shape a vision for the future growth
of the Delaware Valley region. The region includes Bucks, Chester, Delaware,
and Montgomery counties, as well as the City of Philadelphia, in Pennsylvania;
and Burlington, Camden, Gloucester and Mercer counties in New Jersey.
DVRPC provides technical assistance and services; conducts high priority
studies that respond to the requests and demands of member state and local
governments; fosters cooperation among various constituents to forge a
consensus on diverse regional issues; determines and meets the needs of the
private sector; and practices public outreach efforts to promote two-way
communication and public awareness of regional issues and the Commission.
Our logo is adapted from the official DVRPC seal, and is designed as a stylized
image of the Delaware Valley. The outer ring symbolizes the region as a whole,
while the diagonal bar signifies the Delaware River. The two adjoining crescents
represent the Commonwealth 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 Federal Transit Administration (FTA), the Pennsylvania and New Jersey
departments of transportation, as well as by DVRPC’s state and local member
governments. The authors, however, are solely responsible for its findings and
conclusions, which may not represent the official views or policies of the funding
agencies.
Route 55 - Deptford Traffic Study
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TABLE OF CONTENTS
1.0
EXECUTIVE SUMMARY…......................................................................... 1
2.0
PURPOSE AND NEED............................................................................... 3
3.0
3.1
3.2
STUDY AREA DESCRIPTION................................................................... 3
Existing Land Use....................................................................................... 6
Proposed Development............................................................................. 12
4.0
4.1
4.2
4.3
4.4
4.5
EXISTING CONDITIONS ASSESSMENT................................................ 13
Highway Network.......................................................................................13
Traffic Volume Analysis............................................................................. 16
Crash Data Analysis................................... ..............................................21
Bicycle/Pedestrian Facilities and Amenities..............................................24
Transit Service.......................................................................................... 27
5.0
5.1
5.2
5.3
Origin/Destination Survey...................................................................... 31
Background............................................................................................... 31
Survey Methodology................................................................................. 38
Survey Results.......................................................................................... 43
6.0
6.1
6.2
6.3
TRAVEL FORECASTING........................................................................ 55
Population and Employment Forecasts.................................................... 55
Travel Simulation Process........................................................................ 57
Future Travel Conditions........................................................................... 62
7.0
EARLY ACTION STRATEGIES............................................................... 71
8.0
IMPLEMENTATION.................................................................................. 73
LIST OF MAPS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
Regional Setting......................................................................................... 5
2000 Land Use........................................................................................... 7
Highway Network... .................................................................................. 15
Traffic Volumes... ..................................................................................... 17
2005 Turning Movement Counts... ........................................................... 19
Intersection Level of Service... ................................................................. 20
Crash Locations.......... ............................................................................. 22
Transit Network......................................................................................... 28
Survey Locations…...... ............................................................................ 32
Trips to Deptford by Origin... .................................................................... 33
Traffic Analysis Zones............................................................................... 56
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12.
13.
14.
15.
Current, 2025 No-Build and 2025 NJ 55 Ramp Build Alternative..............64
Percent Change in Traffic Volume: Current vs. 2025 No-Build... ............. 65
Percent Change in Traffic Volume: Current vs. 2025 Build... ................... 66
Percent Change in Traffic Volume: 2025 No-Build vs. NJ 55 Build Alt..... 69
LIST OF TABLES
1.
2.
3.
Major Commercial and Residential Development since 2000........... ....... 12
Population and Employment Forecasts for the Deptford Study Area by
TAZ................. ......................................................................................... 57
Deptford Study Area Current, 2025 No-Build and NJ 55 Ramp
Alternatives............ .................................................................................. 68
LIST OF FIGURES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
1970 Land Use........................................................................... ................ 8
1980 Land Use............................................................................................ 9
1990 Land Use.......................................................................................... 10
2000 Land Use......................................................................................... 11
Deptford Township Origination Trip Types (Weekday)............................. 36
Deptford Township Origination Trip Types (Weekend)............................. 37
Survey Design.................................................................... ...................... 39
Survey Returns by Location and Time of Distribution (Tuesday............... 44
Survey Returns by Location and Time of Distribution (Saturday)........... .. 45
Evans Implementation using DVRPC’s Regional Simulation Model......... 59
APPENDIX
I.
II.
III.
Traffic Counts: May 2005
Survey Responses
Intersection Improvements
1.0
1
EXECUTIVE SUMMARY
The Deptford Mall area of Deptford Township in Gloucester County has
experienced significant retail growth in its environs since the 1970's. This growth
has included big box retail development, satellite shopping centers, and highway
strip commercial areas, combining to create a major regional retail center. This
growth has brought a significant amount of traffic congestion. This study
examines traffic circulation within this retail center of Deptford Township in an
effort to determine the severity of the problem and arrive at ways to improve
accessibility to and within the area.
There are three major components to this study: an origin/destination survey, a
year 2025 traffic forecast for major travel routes and an identification of short
term improvements.
An origin/destination survey was conducted in the study area at eight locations in
an effort to identify the origins and destinations of motorists using the study area
roadways. The survey results found that the majority of trips through the area
are local in origin. Clements Bridge Road was the primary route used by survey
respondents. Almonesson Road was the second most utilized road by survey
respondents. The most frequent trip type was shopping, which accounted for
35% of all trips. 27% of all trips originated in Deptford Township followed by
Gloucester Township and Mantua Township with 10% and 6% respectively. 37%
of external trip origins stopped in Deptford on a weekday while 45% of external
trip origins stopped in Deptford on a weekend. As a result there were fewer
external to external trips in the results (19% on weekdays and 9% on weekends).
In an effort to determine future traffic conditions, DVRPC’s travel simulation
model was used to forecast future trips on selected links within the study area.
Different scenarios were used to analyze the feasibility of completing the Route
55 interchange and determining the benefits to be gained from it. The model
results indicated that traffic will continue to increase if current development
trends continue. The proposed NJ 55 connector with Greenbriar Court/Clements
Bridge Road would provide no significant relief at congested locations within the
study area. The modeling efforts showed that a completed Route 55 connector
would divert some traffic from NJ 42 to local roads and NJ 55. Completing the
interchange will not provide adequate relief through trip reduction in the Deptford
study area. There is therefore a need to identify improvements throughout the
local, county and state roadway network in order to improve traffic circulation in
the area. There is also a need to expand the availability of nonmotorized
transportation modes. Increased development will only exacerbate congestion
on the local and state road network.
In identifying quick fix measures for the area, nine intersections were analyzed to
determine operational conditions within the traffic stream by using Level of
Service (LOS) analysis. This analysis was done by Arora and Associates, P.C.
Consulting Engineers, which was retained by the New Jersey Department of
2
Transportation for this task. A combination of signal timing adjustments at all of
the intersections and possible reconfiguration of two of the intersections were
recommended.
An accident analysis was done within the area covering the period of 2002-2004
to identify and determine safety issues within the corridor. Over this period, there
were 222 crashes at 6 unique intersections. The highest number of crashes
occurred at Clements Bridge (CR 544) & NJ 41 with 41 crashes. This was
followed by the intersection of Delsea Drive (NJ 47) & Cooper Avenue (CR 534
with 40 crashes over the same period.
The recommendations included in this study have been coordinated with the
Gloucester Counter Planning Department and the planning effort of the
Gloucester County Northeast Region Strategic Plan (2005), which was
developed to provide a uniform growth strategy for the municipalities in
northeastern Gloucester County. This study provides goals, strategies and
design recommendations that are consistent with the Northeast Region Strategic
Plan.
2.0
3
PURPOSE AND NEED
The New Jersey Department of Transportation (NJDOT) authorized the Delaware
Valley Regional Planning Commission (DVRPC) to conduct an origin/destination
study of vehicular traffic in the retail area of Deptford Township, New Jersey, as
well as model future traffic flow, with and without a direct connector from the NJ
55 interchange to Clements Bridge Road. The purpose of the study was to
determine the primary flow of traffic by trip purpose in the area, as well as identify
what routes are used to access the area. This study of motorist travel patterns in
the area would enable the assessment of local versus regional trip patterns. This
information, together with traffic analyses and forecasts, was used to devise
ways to reduce roadway congestion and improve mobility within and through this
regional retail center, in keeping with the principles of smart growth and
sustainable development.
An origin-destination survey and traffic study would identify travel characteristics
at and around the regional retail center in the Deptford Mall area of Gloucester
County. A future year travel forecast permits analysis of the proposed Route 55
interchange extension that would connect NJ 55 directly with Clements Bridge
Road via Greenbriar Court. This study is also intended to identify short term
improvements to the highway infrastructure that could alleviate congestion at key
locations.
3.0
STUDY AREA DESCRIPTION
Deptford Township is located in the northeastern corner of Gloucester County. It
is within 5 miles of South Philadelphia and 10 miles of Camden, Cherry Hill and
Woodbury (Map 1). The study area is approximately 4.5 square miles and is
located in the northeastern section of the township. Traveling anticlockwise, the
study area encompasses the area bounded by Delsea Drive, Cooper Street,
Hurffville Road, and the area to the north of Clements Bridge Road to the New
Jersey Turnpike. This is the retail center of the township and of the county.
The Deptford Mall area, similar to a number of regional retail shopping malls in
the Delaware Valley Region, has experienced significant retail growth in its
environs since it was first built in the 1970's. This growth has included big box
retail development, satellite shopping centers, and highway strip commercial
areas, combining to create a major regional retail center. This growth has
brought a significant amount of traffic congestion. This study focuses on
identifying the number of internal auto trips by shoppers as well as traffic
generated by adjacent residential development in an effort to improve
accessibility to and within the area. It also incorporates the results of a parallel
study, Deptford Center, Proposed Shuttle Bus Study, (DVRPC 2005) that
addresses the need for improved accessibility between adjacent shopping
centers in the area.
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3.1
Existing Land Use
The core of the study area is primarily retail commercial surrounded by
residential dwellings (Map 2). Wooded areas, single-family residential areas and
more recently constructed pockets of multifamily housing development ring the
retail center. The center of the retail activity is the Deptford Mall. The mall is
surrounded by several shopping centers within a half-mile radius. To the south
and west of the commercial center there are neighborhoods of single-family
homes. To the east of the retail center, the Big Timber Creek and associated
wetlands provide a natural barrier.
There are 7 distinct shopping centers in and around the Deptford retail area as
well as several other retail commercial establishments along major routes.
These 7 shopping centers contain approximately 231 stores with a Gross
Leasable Area (GLA) of 2.6 million square feet. Of this, Deptford Mall accounts
for nearly 1.2 million square feet.
The majority of shopping centers in the area have direct access to Almonesson
Road, Clements Bridge Road or Deptford Center Road. NJ 41 primarily provides
access to numerous strip malls and smaller retail establishments. A secondary
retail/commercial cluster can be found near the intersection of Delsea Drive and
Cooper Street. This is also the location of the municipal center with offices for
police and other municipal functions.
Historical Development
Land use in the study area has changed significantly in the past four decades, as
evidenced by aerial photographs of the area (Figures 1-4).
Residential developments constructed prior to 1970 in the study area centered
along Cooper Street between Delsea Drive and Good Intent Road, and along
Hurffville Road south of Cooper Street.
The Deptford Mall area (centered on Clements Bridge Road and Almonesson
Road) was primarily agricultural until 1975, when the Deptford Mall was
completed. Shopping centers were subsequently built on land surrounding the
mall. Residential growth appeared less rapidly, gradually occupying large,
formerly agricultural tracts. Between 1975 and 1990 two retail centers - Deptford
Plaza and Locust Grove Plaza - were constructed in the vicinity of the Deptford
Mall, with a GLA of nearly 275,000 square feet. An additional four centers were
constructed between 1990 and 2000 - Almonesson Crossings, Court at Deptford
I and II, and Deptford Crossing - with a GLA of over 900,000 square feet. Over
time, commercial development has gradually filled in developable land
immediately surrounding the Deptford Mall. Likewise, residential developments
over time have occupied land in a second ring around the mall retail area.
Note that the area that would become the Deptford Mall (1) is unbuilt agricultural land, as is much of the current retail
area. A large residential development exists to the west, near the intersection of Clements Bridge Road and Cooper
Street (2).
FIGURE 1: 1970 LAND USE
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By the time the Deptford Mall (1) had been operational for five years, accessory commercial development appeared along
Clements Bridge Road to the north (2), and along Almonesson Road, and newly constructed Deptford Center Road to the
south (3).
9
The NJ 55 highway (1), that provides access to the Deptford area from points south, was completed by 1990, further
stimulating development with the retail area’s proximity to several major roads. Retail development continued to occur
along Clements Bridge and Almonesson roads (2, 3).
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By 2000, most areas immediately surrounding the mall had been developed, restricted only by wetlands east of the mall
(1). Development was also beginning on a large tract of land north of Clements Bridge Road, between NJ 55 and
Caulfield Avenue (2), which would become the Locust Grove residential development.
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3.2
Proposed Development
A number of recently constructed and proposed residential and commercial
developments may significantly impact traffic within the study area (Table 1). In
particular, the Locust Grove development, located north of Clements Bridge
Road between Almonesson and Caulfield, is significantly increasing the number
of residential units in the study area. When completed, the development of
single-family homes, townhouses and apartments is planned to have 1,273 units.
Table 1
Major Commercial and Residential Development
(Existing and Proposed) since 2000
Site
Type
Location
Size
Status
AIG Baker
Commercial
Clements Bridge Road, east
of NJ 42
511,000 sq.
ft.
Proposed
Lowe’s
Commercial
Clements Bridge Road, west
of NJ 55
176,000 sq.
ft.
Completed
Rosewood (Deptwood
Center)
Commercial
Delsea Drive and Cooper
Street
324,000 sq.
ft.
Proposed
Deptford Town Center
Commercial
Hurffville Road, south of
Deptford Center Road
154,000 sq.
ft.
Proposed
Locust Grove
Residential
North of Clements Bridge
Road, west of Almonesson
Road
1273 units
total
Partially Completed
Under Construction
Heritage
Residential
Almonesson Road, near
Jarrett Drive
320 units total
Partially Completed
Under Construction
Source: Deptford Township, 2005
4.0
EXISTING CONDITIONS ASSESSMENT
4.1
Highway Network
13
The study area is at a nexus of highways ranging from interstate highways to
county highways (Map 3). It is at the crossroads to the NJ Jersey shore area,
South Jersey and Philadelphia. The following is a brief description of the primary
arteries within or providing direct access to the study area.
The New Jersey Turnpike is a major Interstate Highway to the northwest of the
study area. It has an interchange in Runnemede, to the north of the study area,
permitting access to northern and southern New Jersey. The segment between
US 322 and NJ 42 recorded an AADT of 51,100 for both directions in 2004.
Interstate 295 is a north-south highway located to the east of the study area. It is
classified as a Rural Interstate. It extends from US 1 in Mercer County in the
north to Salem County and the state of Delaware in the south. Direct access is
provided to the study area via NJ 42 and NJ 55. In 2001, an AADT of 78,000 was
recorded in Bellmawr Township for both directions.
NJ 41 (Hurffville Road) is an Urban Minor Arterial that enters the study area from
Runnemede in Camden County through to NJ 47. It generally has one lane in
each direction with a posted speed limit of 45 – 50 MPH. In 2000, an AADT of
24,000 was recorded for both directions north of the intersection with Deptford
Center Road.
NJ 42, as it traverses the study area, is a six lane Urban Freeway/Expressway
with a grass median and a posted speed limit of 55 MPH. An AADT was
recorded in 2003 of 115,000 for a segment of this highway within the study area.
This highway provides access to Camden and Philadelphia in the north and west.
It also provides access to Atlantic City via the Atlantic City Expressway in the
southeast.
NJ 55 is a four lane Urban Freeway/Expressway with a grass median. The
posted speed limit is 65 MPH. In 2003, an AADT of 58,284 was recorded for all
lanes. This highway merges with NJ 42 and provides access to Philadelphia in
the northwest. In the south, it provides direct access to Cumberland County.
CR 544 (Clements Bridge Road) is an Urban Principal Highway that provides
direct access to the study area. The posted speed limit is 35 MPH for most of its
extent in the study area. The number of travel lanes ranges from 3 to 5 lanes. In
2004, an AADT of 16,000 was recorded for the eastbound segment while the
westbound segment recorded 15,300 between NJ 41 and Deptford Center Road.
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CR 534 & CR 706 (Cooper Street) is an Urban Minor Arterial with two travel
lanes. It has a posted speed limit of 45 MPH. It provides direct access to the
municipal center from most of the study area. In 2004, AADT of 11,600 was
recorded on the segment of highway within the study area.
CR 621 (Almonesson Road) is a major north-south road which provides direct
access to the center of the retail area. It has 2 lanes in each direction with a
posted speed limit of 40 MPH in the northern section and 35 MPH in the southern
section. In 2001, an AADT of 10,800 for both directions was recorded on the
segment between Deptford Center Road and Cooper Street.
Deptford Center Road is a local connector road which links the NJ 55 ramps and
NJ 41. It also provides direct access to NJ 42. It is a major access road to
several shopping centers in the area.
Locust Grove Drive is located in the northwestern section of the study area. It
provides access to Clements Bridge Road from several new residential
developments in the area.
Jarrett Drive is the northern extension of Locust Grove Drive. It provides access
to Almonesson Road.
MAP : 3
534
47
Delaware Valley
Regional Planning Commission
June 2006
534
47
706
55
621
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706
42
Route 55 - Deptford Traffic Study - Highway Network
544
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41
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42
544
41
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4.2
Traffic Volume Analysis
High traffic volumes, particularly during peak shopping hours, are evident through
the study area. However, there are several roadways where this problem is
critical. In order to measure traffic volume and flow in the area, automatic traffic
recorders (ATR) were placed at key locations in May and September of 2004.
Hourly vehicle counts were collected over a 48 hour time period at these
locations and tabulated to determine traffic direction and volumes (Map 4 and
Appendix I). The primary AM direction for traffic in the area is toward the major
state highways, NJ 42 and NJ 55, then northbound to employment centers in
New Jersey and Philadelphia, PA. In the PM, the southbound direction
predominates. Approximately 7 percent of traffic in the principal direction occurs
in the AM or PM peak.
Map 5 shows the peak period (AM/PM) turning movement counts taken at 5 key
locations within the study area. These counts were taken on a typical weekday
to reflect commuter trips as well as shopping trips. A level of service (LOS)
analysis was conducted at 9 intersections in the study area (Map 6). Both
weekday peak periods (AM and PM) LOS were calculated for these intersections.
NJ 41
This stretch of highway in the study area is critical because it serves as the
gateway to the retail area from areas to the east. Its proximity to the NJ 42
ramps also makes it an important access road for north-south traffic. This is the
major truck route in the area with truck traffic in 2004 accounting for
approximately 18% of all traffic on a typical weekday and 12% on weekends.
AADT for the segment of NJ 41 within the study area averages 18,800 for the
typical weekday, while on weekends, the AADT ranges from 19,800 on Saturday
to 16,306 on Sunday. Peak volumes are between 6:00am – 7:00am and
10:00am – 7:00pm weekdays, and 9:00am – 7:00pm weekends.
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Deptford Center Road
This road provides direct access to and from NJ 55 and the shopping centers. In
2004, the AADT recorded on this road was 17,900. Because this is the heart of
the retail area, traffic volume tends to mirror the shopping period, which, in this
case is 11:00am – 8:00pm weekdays and 10:00am – 9:00pm weekends.
Clements Bridge Road (CR 544)
This is the primary east-west route in the area and is also the most highly
traveled arterial with an AADT of 31,255 recorded in 2004. For eastbound
weekday traffic, the AM peak hour is between 7:00am and 8:00am, which reflects
home-based work trips. The westbound weekday traffic has no distinct AM peak.
Traffic gradually builds throughout the day from about 6:00am. Overall, the bulk
of travel (both directions) takes place from 11:00am through 10:00pm, reflecting
shopping trips. Weekend travel is concentrated from 11:00am through 10:00pm.
Almonesson Road (CR 621)
This is the primary north-south arterial that serves the Deptford Mall and other
large shopping centers. An AADT of 15,106 was recorded in 2004 just north of
CR 544. The traffic on this road is concentrated in both directions between
7:00am and 10:00pm weekdays and 10:00am and 10:00pm weekends.
4.3
Crash Data Analysis
Highway crashes within the study area are concentrated at major intersections
and interchanges (Map 7). The majority of crashes are Same Direction Rear End
crashes. Property Damage Only crashes exceed injury crashes at all locations
analyzed.
An analysis of data over the period of 2002 – 2004, reveals a concentration of
crashes at the following locations:
1.
Clements Bridge (CR 544) & NJ 41
41 crashes took place at the intersection of Clements Bridge Road and NJ 41.
This location accounts for the highest concentration of crashes in the study
region. 15 (36%) of the 41 crashes occurred as rear end collisions while 10
(24%) of the crashes involved left turn crashes and 9 (21%) as angle crashes. 26
of these crashes damaged Property Damage Only while 15 caused injury.
2.
Deptford Center Road & NJ 41
The intersection of Deptford Center Road and NJ 41 experienced 36 crashes
during the study period. NJ 41 has a single through lane in each direction with
two turn lanes moving east and west. A majority of this intersection’s crashes
were rear end collisions with 16 (44%) crashes. Left turn crashes were also
frequent with 11 (30%) crashes reported. 21 of these crashes were Property
Damage Only while 15 involved personal injury.
23
3.
Cooper Avenue (CR 706) & NJ 41
34 crashes occurred at the intersection of Cooper Avenue and NJ 41. Each
direction of Cooper Avenue and NJ 41 has a single continuous lane and a left
turn lane. 17 of the crashes recorded were rear end crashes (50%). 24 of the 34
crashes were Property Damage Only with 10 crashes causing personal injury.
4.
Clements Bridge Road (CR 544) & Cooper Ave (CR 534)
Clements Bridge and Cooper Avenue recorded a total of 32 crashes. Clements
Bridge has two eastbound through lanes and a westbound channelized turning
lane. Cooper Avenue southbound has a single through lane and left turn lane
while the northbound direction has a single shared through/turning lane. 13 of the
32 crashes (40%) were rear end crashes while seven of the crashes (21%)
occurred as left turn crashes.
5.
Delsea Drive (NJ 47) & Cooper Avenue (CR 534)
A cluster of 40 crashes was recorded at the intersection of Delsea Drive and
Cooper Avenue. Similar to other clusters in the study region, 17 (42%) of these
40 crashes were rear end crashes while 10 (25%) were reported as angle
crashes. Delsea Drive has a single left turn lane and shared through/turning lane
in addition to a channelized right turning lane in each direction. Cooper Avenue
has two continuous lanes with a single left turn lane on each approach. 27 of the
40 crashes recorded were Property Damage Only while 13 caused injury.
6.
Clements Bridge Road (CR 544) & Almonesson Road
The intersection of Clements Bridge and Almonesson recorded the highest
concentration of rear end and property related crashes. 25 (64%) of the 39 total
crashes were rear end crashes. 35 of the 39 crashes (89%) recorded were
Property Damage Only. Clements Bridge Road has 2 through lanes in addition to a
left turn lane and channelized right turn lane in each direction. Almonesson Road
has two through lanes and a left turn lane in each direction. The high
concentration of Property Damage Only crashes is likely related to the high volume
of this intersection which serves nearby Deptford Mall.
24
4.4
Bicycle/Pedestrian Facilities and Amenities
Existing Condition
The amenities provided for pedestrian and bicycle traffic in the study area is
inconsistent. Sidewalks are absent in most of the area and where available, are
narrow and abut roadways without an adequate buffer between pedestrians and
automobiles. Most roads in the study area cannot safely integrate bicycles with
automobile traffic, and lack shoulders wide enough to create separate bicycle
lanes. Varying degrees of accessibility exist with large parking lots and
driveways, making nonmotorized travel between retail establishments prohibitive.
The area lacks the aesthetics and streetscaping necessary to entice pedestrian
traffic, with characteristics of a highway commercial area rather than a residential
and retail mixed-use area. There is a lack of connectivity between adjoining
residential and commercial areas.
Pedestrian Facilities and Amenities
Pedestrian facilities and amenities encourage an alternative form of
transportation that can result in a reduction in motor vehicle traffic on area
highways. These facilities are critical links in the transportation network, by
providing pedestrian access to the retail areas.
In the retail area, pedestrian amenities such as sidewalks and crosswalks are for
the most part absent. This has resulted in an environment that is not conducive
for pedestrian activity. This therefore creates a barrier between nearby residential
areas and the retail area for the nonmotorized population. Except for very limited
bus service, the automobile is the only viable form of transportation in the area.
General Pedestrian Improvements
To make the Deptford retail area more pedestrian friendly, several improvements
are considered appropriate for the area. These should include the following:
•
•
•
•
•
•
•
Where possible, there should be pedestrian linkages between major retail
areas with safe, direct access points.
Sidewalks should be protected from the street at entry points, and should
clearly lead to building entrances.
The number of points at which pedestrians encounter traffic should be
minimized.
Crosswalks should be clearly marked, and provide a pedestrian actuated
signal phase.
Driveways should be consolidated where possible and exits controlled by
proper signage or signals.
Landscaped islands should be created on busy arterials where practical, to
serve as ‘refuge’ for pedestrians when crossing streets.
Safety can be improved at pedestrian crossings with traffic calming devices
(e.g. different paving texture, speed humps, tighter corners, curb extension,
raised crosswalks).
•
•
•
•
25
Create wide sidewalks, buffers, and shoulders to provide adequate space for
pedestrians to pass one another while ensuring a sense of distance from the
dangers of vehicle traffic. This will also constrain the roadway to slow traffic
speeds. Buffers of 4 to 6 feet in width are recommended between the sidewalk
and road shoulder.
There should be pedestrian scale lighting and landscaping. Adequate street
lighting not only creates a sense of security among shoppers, but also adds to
the aesthetics of the area. Fixtures should be designed to illuminate both
roadways and sidewalks, and should provide a consistent level of lighting.
Mercury vapor, incandescent, or less expensive high pressure sodium lighting
is preferable at pedestrian level.
Plant trees along buffers and integrate street furniture (such as benches) into
the more traveled retail areas in order to draw pedestrians and introduce a
sense of one community among the various distinct developments. Integrate
raised medians and gateways that will lend to the community feel.
Landscaping and fencing should not hinder pedestrian movement but should
encourage it.
Curb cuts and ramps should be used to allow access for the disabled.
Specific Locations for Pedestrian Improvements in the Deptford Retail Area
In an effort to make the area more pedestrian friendly, several locations were
identified for improvement.
1. The area in the vicinity of Deptford Mall Road connecting Sears Auto Center
with the shopping center that includes the former Franks Nursery, should
include a pedestrian crosswalk across Deptford Center Road along with an
extension of the existing walkway to provide pedestrians with a safe and
direct access to both areas.
2. At the intersection of Mall West Drive and Clements Bridge Road, a
pedestrian actuated crosswalk signal would permit shoppers to access the
shops along Clements Bridge Road and the mall. Sidewalks should be
constructed along Clements Bridge Road from the area extending from the
driveway to Chili’s Restaurant to the intersection of Almonesson Road. This
would permit shoppers using stores along this section of highway to access
these stores by foot in a safe and direct manner.
3. Deptford Center Road at the intersection connecting Best Buy with
Almonesson Crossings shopping center should have a pedestrian crosswalk.
This would facilitate safe pedestrian access to both retail centers.
4. Intersection connecting The Court at Deptford I and The Court at Deptford II
should have a more visible crosswalk with pedestrian actuated signals to
facilitate shoppers to access both shopping centers by foot safely.
5. There should be a pedestrian crosswalk at Mall South Drive and Almonesson
Road. This road connects Deptford Mall with Dick’s Sporting Goods.
6. Motorists oftentimes speed along the perimeter roadway at the Deptford Mall.
Speeding can be contained by installing traffic calming structures such as
speed tables at sections of this roadway.
26
Bicycle Facilities and Amenities
The presence of bicycle facilities and amenities (lanes, trails, signs, pavement
markings, racks, lockers etc.) has a direct link in the number of people who uses
bicycles as a transportation mode. The design of the facility is closely linked to
the citizen’s perception of what bicycling experience can be expected.
Bicycle facilities and amenities are absent in the Deptford retail area. As a result,
bicycling in this area can be difficult and oftentimes a safety concern.
Bicycle Improvements
Several factors can improve the accessibility of roads for bicyclists and increase
overall bicycle safety and compatibility conditions:
•
•
•
Streets with wider shoulders should be repainted to create bicycle lanes (at
least four feet in width in each direction). Where appropriate, right-of-way for a
bicycle lane can also be carved from the buffer between the sidewalk and the
curb.
In some cases general purpose travel lanes can be narrowed to 10 or 11 feet
to accommodate the added bicycle lanes. The narrowed lanes will reduce
vehicle speeds, which can increase safety and raise awareness for bicycle
rider’s presence. On certain segments, a reduction in lane width and buffer
width could provide the required space for a bicycle lane.
Secure and convenient bicycle parking facilities can be built to better
accommodate those who use bicycles for commuting or shopping purposes.
Bicycle racks are free standing structures which provide a secure location for
bicycles. A single bike rack can generally provide storage for several bicycles.
The inverted “U” style rack is more secure and is preferred over the old
fashioned style “dish rack”. Areas with bike racks should be well lighted and in
full view from the surrounding area.
Area-wide Bicycle and Pedestrian Improvements
1. Enact zoning that allows mixed-use neighborhood centers which are within
biking distance of residential areas. Commercial and office development
should be permitted to exist closer to residential areas. They should be
designed to accommodate bicycling and walking to and within the site.
2. Lessen the dependency on motor vehicles by creating linkages between
neighborhoods and public services.
3. Provide safe conditions for bicycling and walking through education to
motorists, bicyclists and pedestrians.
4. Adopt and implement the appropriate recommendations for action in the NJ
Bicycle and Pedestrian Master Plan.
27
These improvements are consistent with the transportation strategies of the
Gloucester County Northeast Regional Strategic Plan which include the objective
to “Provide for improved pedestrian and bicycle circulation in and around the core
areas. Make downtown more walkable between shops and from adjoining
neighborhoods. Complete any missing links in the pedestrian circulation system.”
4.5
Transit Service
As Map 8 illustrates, the study area does not have an extensive transit network.
This is partly due to the suburban character of the area. Densities that would
make transit viable are dispersed throughout the area in pockets. New Jersey
Transit #400 bus out of Sicklerville and the #455 bus out of Cherry Hill provide
regularly scheduled bus service in the area. Both buses serve the Deptford Mall
with approximately one hour headways.
NJ Transit operates the #400 bus from Sicklerville via Deptford Mall to
Philadelphia. There are 26 buses operating from Sicklerville to Philadelphia on
weekdays. Major destinations served within the study area include Deptford
Mall and points along Clements Bridge Road. The travel time from Sicklerville to
Philadelphia ranges from approximately 1 hour and 3 minutes to 2 hours and 17
minutes. For the return leg, the travel time ranges from 1 hour and 52 minutes
to 2 hours and 29 minutes. Highway congestion is a determinant in travel time
along this route. The hours of operation from Sicklerville are from 4:06 am to
11:24 pm. On the return leg, the first bus leaves Philadelphia at 4:47 am while
the last bus leaves at 1:02 am.
The #455 bus serves the communities between Cherry Hill and Paulsboro
including the Deptford Mall. There are 18 weekday departures from Cherry Hill.
In the reverse direction, 11 buses depart from Paulsboro while an additional 7
buses depart from National Park to Cherry Hill. The average travel time from
Cherry Hill to Paulsboro varies from 1 hour and 13 minutes to approximately 1
hour and 31 minutes. On the return leg, the travel time ranges from 1 hour and
15 minutes to 1 hour and 28 minutes. The hours of operation from Cherry Hill
are from 6:30 am to 10:05 pm. On the return leg, the first bus leaves National
Park at 5:47 am (8:40 am at Paulsboro), while the last bus leaves Paulsboro at
7:55 pm (9:50 pm at National Park).
Recommended Improvements
As noted above, transit service to the area is inadequate due partly to infrequent
service. A potential solution that would complement existing transit would be to
implement a localized circulator transit service (See Deptford Center Proposed
Shuttle Bus Study – DVRPC 2005). This proposed circulator would serve three
primary functions. Firstly, to provide an alternative to shoppers using their
automobiles to make multiple stops at area shopping centers during the same
trip. This circulator would provide seamless connectivity between stores which
would result in reduced congestion in the area by removing an appreciable
29
amount of vehicles from the traffic stream. Secondly, to provide a means of
transportation for current and potential workers in area retail establishments who
are transit dependent. Finally, to provide a reliable means of transportation for
senior citizens and area residents who are transit dependent, to shop at the retail
establishments at Deptford. This recommendation is in sync with one of the
transportation strategies of the Gloucester County Northeast Region Strategic
Plan which states that, “Enhance public transit to mitigate traffic, improve access
and increase transportation options” should be pursued.
The proposed shuttle service could be divided into two routes: The first route
would serve the western portion of the study area and the second route would
serve the eastern end. NJ Transit buses #400 and #455 now stop at the Deptford
Center Mall, which is called the Mall Transfer Center. This would serve as the
hub for shuttle service.
Given the potential service area, it is possible to run 15 minute headways on two
routes with one vehicle for each route. Shorter headways would require more
vehicles and more drivers or a shorter route. The former would drastically
increase the cost while the latter would limit ridership. 15 minute headways strike
a closer balance between the high frequency service demanded by the otherwise
motoring public and the cost constraints of a locally funded system. A more
detailed description and analysis can be found in the DVRPC report - Deptford
Center Proposed Shuttle Bus Study.
30
5.0
31
ORIGIN/DESTINATION SURVEY
An origin/destination survey was conducted at and around the regional retail
center in the Deptford Mall area of Deptford Township during a typical weekday
and weekend. The purpose being to determine the origin and destination of
traffic through the area by trip type, purpose and time of day.
5.1
Background
A survey form was developed for motorists that requested the respondent state
his trip origin and destination and what highways would be used for that trip.
Questions also attempted to determine the duration of each trip as well as trip
purpose. The surveys developed were mail back surveys, which enabled the
motorist to complete the form and mail it to the DVRPC by prepaid postage.
9,610 surveys were distributed on Tuesday, May 10th, 2005 and 7,422 on
Saturday, May 14, 2005 at eight (8) locations in the Deptford retail area (Map 9).
All approach legs at each intersection were surveyed. Surveys were distributed
from 7:00 am through 7:00 pm on May 10th and between 10:00 am and 7:00 pm
on May 14th.
A total of 2,158 surveys were completed and returned by motorists. In addition,
2,000 surveys were given to 24 area merchants for distribution to their
customers. 359 of these surveys were completed and returned. An inventory of
these surveys can be found in Appendix II. A database was developed into
which all survey responses were entered. These were then analyzed and travel
trends were noted.
Summary Analysis of Survey Responses
In an effort to determine travel patterns of motorists in the Deptford area, a
survey with 16 questions were distributed to motorists from eight different
locations. The following is a summary of the responses:
1.
27% of respondents surveyed originated in Deptford Township (Map 10).
The next highest concentration (10%) came from the adjacent Township
of Gloucester, followed by Mantua, Woodbury, Runnemede, Westville and
West Deptford. This pattern indicates that a large percentage of trips are
local in origin.
2.
On average, respondents made about 1.5 trips (stops) within the study
area. 40% of respondents surveyed included a stop at Deptford Mall. The
Deptford mall is therefore a major trip generator in the area. Almonesson
Crossings (Deptford Center Road near Hurffville Road) or The Court at
Deptford I (Almonesson Road south of Deptford Center Road) were
destinations for 16% of respondents. Other major shopping centers in the
47
DEALSEA DR
47
DEALSEA DR
Delaware Valley
June 2006
534
646
706
544
ER
OP
CO
55
AV
E
621
621
S
706
D
CENTER RD
ER
IDG
BR
42
DEPTFORD
NT
ME
E
CL
55
Survey Distribution Location
Old Ramp / Road
New Ramp / Road
Route 55 - Deptford Traffic Study - Survey Locations
645
621
SSON RD
ALMONSE
MAP : 9
534
644
41
0
Feet
750
681
42
1,500
682
544
41
32
34
area accounted for trips by between 8% and 15% of respondents.
3.
Through routes that provide direct access to the study area were heavily
used, in general. NJ 55 was used by 10% of respondents to reach the
study area. This route provides access to the study area from Vineland
and neighboring communities in the south, as well as Philadelphia and
New Jersey communities to the north of the study area. NJ 42 was used
by 11% of survey respondents. This route provides direct access from NJ
shore communities in the south as well as communities to the north of the
study area. Many respondents also used county roads such as Clements
Bridge Road (22%), Almonesson Road (19%) and Cooper Street (15%) to
reach the study area. Overall, NJ 42 or NJ 55 was used by 21% of
respondents, while the remaining 79% used other routes to reach a survey
location.
4.
Trips to and through the study area were generally local. On a weekday,
53% of respondents began their trips outside of Deptford Township and
either ended their trips within the township or made stops in Deptford
before continuing onto their next destination. In addition, 28% of weekday
respondent trips originated in Deptford Township. 19% of weekday survey
respondents began their trips outside of Deptford Township and continued
onto their next destination outside the township without stopping.
66% of weekend respondents began their trips outside of Deptford
Township and either ended their trips within the township or made stops in
Deptford before continuing onto their next destinations. 25% of weekend
respondents began their trips in Deptford Township. 9% of weekend
respondents began their trips outside of Deptford Township and continued
onto their next destinations outside the township without stopping.
5.
35% of all survey responses listed shopping as the purpose of their trips.
Those who listed shopping traveled an average of 15 minutes to the area.
Responses that listed going out to eat represented 13% of all responses.
These trips originated an average of 15 minutes from the survey area.
Trips to work were indicated in 14% of responses, trips home in 12% of
responses and trips for business in 3% of responses.
35
Other Survey Findings:
•
Based on the survey responses, 69% of all respondents on the typical
weekday, Tuesday, started their trips to the 8 survey locations from home
regardless of the time of day.
•
For both days of the survey, Clements Bridge Road (22%), followed by
Almonesson Road (19%) and Cooper Street (15%) were listed as the three
most common routes used to arrive at all survey locations.
•
On the Tuesday of the survey, the largest number of respondents (39% of
all survey respondents) indicated a travel time from 10 to 19 minutes to get
from the start location to the survey locations. The next largest group (29%)
took less than 10 minutes. On the Saturday of the survey, the largest group
of respondents indicated that their travel time was from 10 to 19 minutes.
This pattern was consistent throughout the day.
•
On the Tuesday of the survey, the top destinations listed were work and
home. Work trips were the predominant trips in the AM while trips destined
for home were dominant in the PM. On the Saturday of the survey, trips
destined for home were by far the predominant trip type.
•
59% of respondents indicated that they traveled through the area 4 days a
week or more.
•
30% of responses indicated that Clements Bridge Road was used to get to
the next destination.
•
On the Tuesday of the survey, during the hours ending 8:00 am, 9:00 am
and 10:00 am, the majority of trips from the survey location to the next
destination were of 19 minutes or less in duration. On the Saturday of the
survey, 45% of the trips from the survey location to the next destination
were from 10 to 19 minutes in duration.
•
In analyzing returns from both survey days, 32% of the survey respondents
indicated that the approximate distance to their next destination was from 2
to 5 miles.
•
On Tuesday, 81% of respondents’ trips either originated in Deptford or
included a stop in the township (Figure 5). On Saturday, 91% of
respondents’ trips either originated in or included a stop in Deptford (Figure
6).
•
42% of motorists on both survey days indicated that they were aware of
public transit in the area, while 58% replied that they were not aware of such
36
services. Only 7% of those who indicated that they were aware of public
transit in the area had actually used it.
•
16% of respondents said that they would use a shuttle bus to the area if
available.
•
31% of respondents indicated that their annual household income was in
the range of $35,000 to $75,000 per year.
•
57% of all respondents indicated that they were employed full time versus
12% who were employed part-time.
Figure 5
Deptford Township Origination Trip Types - Weekday
Source: DVRPC, 2006
37
Figure 6
Deptford Township Origination Tip Types - Weekend
Source: DVRPC, 2006
38
5.2
Survey Methodology
A.
Pre-Survey Process
Survey Design
This was a mail back survey, which enabled motorists to complete the survey
form and mail it to DVRPC by prepaid postage. The survey form contained a total
of 16 questions aimed at collecting the driver’s trip making characteristics
(Figure 7). The layout was 8.5” by 11” scored and folded down the middle to a
folded size 8.5” by 5.5”. It was printed on Torchglow Cover 50 lb. stock. Surveys
distributed Tuesday, May 10th were printed on meadow green paper while
surveys distributed on Saturday, May 14th were printed on starlight blue paper.
The questionnaire surveyed motorists in four general areas: (a) trip origins and
destinations; (b) route, frequency and trip length; (c) public transit and
ridesharing; and (d) socioeconomic characteristics.
Trip Origins and Destinations
Questions 2, 5 and 6 were intended to obtain information on the origins and
destination of motorists passing through the survey area. Question 2 asked
respondents to state the point of origin of their trip. Question 5 seeks to identify
the number of stops that would be made during the trip. Nine options were given
based on trip purpose. Question 6 seeks to identify the final destination for the
trip.
Route, Frequency and Trip Length
Questions 3, 4 and 7 to 10 were intended to provide information on what roads
were used during the trip, how often the trip was made, and the length of the trip.
Question 3 asked which routes were used to reach the survey location.
Respondents were given 8 choices of major area roadways to choose from.
Question 4 asked how many minutes it took to get to the survey location.
Question 7 asked how often the driver traveled through the area. Question 8
asked what routes would be used to get to the next destination (9 choices were
given). Question 9 asked how many minutes it would take to get from the survey
location to the next destination while Question 10 asked for the distance in miles
to the next destination.
Public Transit and Ridesharing
Questions 1, 12 and 13 attempted to determine the degree to which ridesharing
exists and whether public transit is being used or would be used. Question 1 was
intended to identify the number of persons in each vehicle. Question 12 asked
whether the respondent was aware of public transit in the area and, if so,
whether they have used it. Question 13 is intended to identify the demand for a
shuttle bus in the area.
FIGURE 7: SURVEY DESIGN
39
40
41
Socioeconomic Characteristics
Questions 14, 15 and 16 were designed to identify the socioeconomic
characteristics of respondents. Question 14 was aimed at determining the sex of
respondents. Question 15 was intended to identify the household income of
respondents. Several categories with wide ranges were given as options aimed
at reducing reluctance to disclose this sensitive information. Question 16 was
intended to get information on respondents’ employment statuses. Those
employed full-time are usually more consistent in their travel habits than those
retired, unemployed or homemakers.
Survey Locations
Surveys were distributed at the approach legs of the following locations on
Tuesday and Saturday:
1. Cooper Street and Hurffville Road (NJ 41)
2. Hurffville Road and Deptford Center Road
3. Hurffville Road and Clements Bridge Road
4. Clements Bridge Road and Almonesson Road
5. Almonesson Road and Deptford Center Road
6. Clements Bridge Road and Locust Grove Boulevard
7. Delsea Drive and Cooper Street
8. Almonesson Road and Caulfield Avenue
Staff Training
A field survey manual outlining the survey process and procedures was
developed and distributed to team leaders and surveyors. Surveyors were
trained in how to distribute the survey forms in an efficient and safe manner.
Temporary workers were hired to supplement DVRPC employees in executing
the survey and were trained the day prior to the survey. On the day of the survey,
the staff was again instructed on survey distribution etiquette and safety
procedures.
Temporary workers were directly supervised by a DVRPC
employee. Each crew member was required to wear a watch, a safety vest and
hard working shoes at all times. Survey team members were given a package
which included a map of the intersection identifying distribution points and survey
forms grouped in hourly increments.
B.
Conduct of Survey
In selecting a typical workday to conduct the survey, Tuesdays, Wednesdays and
Thursdays were the only days considered. Mondays, Fridays and days preceding
or following a holiday were excluded as those days have atypical commuter
travel patterns. Saturday was chosen as the typical shopping day. The survey
was conducted on Tuesday, May 10th and Saturday, May 14th. The duration for
the distribution of surveys was planned for 7:00 am through 7:00 pm on Tuesday
and 10:00 am to 7:00 pm on Saturday. The number of surveys targeted for
distribution were collated and grouped in hourly increments. 10,000 surveys were
scheduled for distribution on Tuesday and 7,500 were scheduled for distribution
42
on Saturday. Distribution of surveys at all locations was carried out by direction
during the same day and time periods.
The survey coordinator was responsible for scheduling the number of appropriate
survey staff, coordinating with the police and ensuring that the site was properly
prepared and safety procedures were followed. Strategies concerning
coordination, equipment set up, and any other preliminary questions regarding
survey operation were resolved before initiating the distribution phase. Prior to
distribution, traffic cones were placed at the approach legs of the intersections in
accordance with state guidelines and distance standards.
Since only a sample of the drivers was interviewed, the platooning method was
used in selecting vehicles to be surveyed. A random sample of passenger cars,
panel trucks, vans, buses, and trucks were selected for distribution at uniform
time intervals. Survey staff distributed surveys during the red phase of each leg.
A predetermined number of surveys were scheduled for distribution each hour
and grouped in individual batches. Surveys were distributed equally over the
course of each hour.
Surveyors noted the following information on each form prior to distribution:
•
•
A numeric code for direction of traffic (serial number). The first digit of
the serial number represents the intersection while the second digit
represents the direction. (1-North, 2-South, 3-East, 4-West). The
intersection number was pre-printed on each form.
The time of survey distribution in the top right hand field.
This procedure was followed throughout each distribution period until the target
number of survey forms was distributed. Throughout the operation, safety and
avoidance of traffic congestion were the two most important concerns to
surveyors at all times.
All members of the survey party throughout the entire process were required to
exhibit a polite and professional attitude. Funeral processions and emergency
vehicles were not stopped and were allowed to pass at all times.
Local Involvement
State, county, and various municipal agencies and officials were contacted prior
to the survey.
C.
Data Entry
Completed surveys were entered into an electronic database to facilitate analysis
of the survey responses. An electronic data entry form resembling the paper
forms was created for efficient data entry and to minimize errors. Most responses
43
could be entered through the use of yes/no or multiple choice selections,
eliminating the possibility of extraneous entries for these items. Where manual
text entry was required (when entering addresses), common street and
municipality names were automatically suggested for respective fields, reducing
spelling errors and increasing accuracy for illegible or incomplete responses.
5.3
Survey Results
A total of 2,158 surveys were completed and returned by motorists, representing
13% of all surveys distributed. All survey responses were entered into a
database. These were then analyzed and travel trends noted.
The tabulations in Appendix II show the number of randomly sampled (motorist
only) returns for each response and the number of returns with no response.
Next to the number of returns is the percent these returns represent of the total
valid responses and the error associated with that percent. The error-figure (+/-)
indicates the interval (at 95% confidence) on either side of the stated percentage
that should be allowed, given the size of the sample and the number of
responses. Separate tables are created that reflect the responses from surveys
given to area merchants for distribution to their customers. These survey results
are added to the statistically valid surveys and presented in these tables.
Figure 8 shows the number of surveys that were returned on the Tuesday of the
survey based on the location and time of distribution. In general, the peak return
rates coincide with the AM, midday and PM peak periods for a typical workday.
These are when congestion is highest and motorists are more willing to complete
the survey because they perceive there could be a direct benefit to them. The
location with the highest return rate was at Hurffville Road and Clements Bridge
Road with a return rate slightly less than 30% in the hour ending 9:00 am. This
intersection ranked in the top three return rates in almost every hour during the
survey. Delays caused by long periods of construction seem to be a major
determining factor. However, areas with no construction activity such as the
intersection of Clements Bridge Road and Almonesson Road also had high
return rates, as did Almonesson Road and Caulfield Avenue.
Figure 9 illustrates the return rate for all locations on the Saturday of the survey.
Return rates were highest in the afternoon hours, specifically between 2:00 pm
and 7:00 pm. The hour ending at 7:00 pm had the highest return rates over the
survey period with the return rate for Hurffville Road and Clements Bridge Road
exceeding 30%. The intersections of Almonesson and Deptford Center roads
and Almonesson and Clements Bridge roads also recorded higher return rates
than most other intersections surveyed.
Percent Return by Location
0%
5%
10%
15%
20%
25%
30%
35%
8:00 AM
10:00 AM
Source: DVRPC
9:00 AM
11:00 AM
12:00 PM
2:00 PM
Time of Distribution
(Hours Ending)
1:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
Figure 8: Survey Returns by Location and Time of Distribution - Tuesday
Almon + Cauf
Delsea + Cooper
Clem Brdg + Locust Gr
Almon + Dept Cent
Clem Brdg + Almon
Hurff + Clem Brdg
Hurff + Dept Cent
Cooper + Hurff
Percent Return by Location
0%
5%
10%
15%
20%
25%
30%
35%
11:00 AM
Source: DVRPC
12:00 PM
1:00 PM
2:00 PM
Time of Distribution
(Hours Ending)
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
Figure 9: Survey Returns by Location and Time of Distribution - Saturday
Almon + Cauf
Delsea + Cooper
Clem Brdg + Locust Gr
Almon + Dept Cent
Clem Brdg + Almon
Hurff + Clem Brdg
Hurff + Dept Cent
Cooper + Hurff
46
Question-by-Question Summary
Question 1: “Including the driver, how many people were in this vehicle?”
Of respondents surveyed on both days, 1,211 (57%), indicated having only one
occupant (the driver). 32% had two occupants while 11% had three or more
occupants.
Question 2a: “This trip was started at [which location]?”
69% of all respondents to this question on Tuesday started their trips at home.
This was generally the primary start point regardless of the time of day and
location surveyed. The second most frequent start location was work, which
accounted for 23% of all responses on Tuesday. The percent of home-based
trips were greatest in the 8:00 am – 10:00 am time period while work-based trips
had their largest percent in the 5:00 pm – 7:00 pm time period. On Saturday,
trips started at home accounted for 83% of all trips. Shopping/Restaurant trips
accounted for 7% while work trips accounted for 6% of all trips. The percent of
trip by start location and trip type was consistent throughout the survey period.
Question 2b: “Which is located at (nearest intersection).”
This survey question asked for the address of the intersection nearest to the start
location. It was most practical to sort these responses by municipality
(determined by municipal names and ZIP codes). Deptford Township was the
primary start point for trips passing through seven of the eight survey locations.
This was followed by Gloucester Township and Mantua Township, each of which
were among the top five start municipalities at six of the eight survey locations.
Respondents with start locations in Gloucester Township and Runnemede
ranked in the top five at survey locations in the eastern end of the study area,
particularly along NJ 41. Woodbury and Westville followed after Deptford
Township as the origin of trips by motorists passing through survey locations in
the western end of the study area. Overall, of a total of 2,044 respondents,
Deptford Township was the origination point for approximately 27% of all trips
surveyed or responses where a municipality was given. The next highest
municipality was Gloucester Township, which accounted for approximately 10%
of the trips that passed through the survey area.
Question 3: “Which of the following routes were used to reach the survey
location?”
For both days of the survey, Clements Bridge Road (22%), followed by
Almonesson Road (19%) and Cooper Street (15%) were listed as the three most
common routes used to arrive at all survey locations. By analyzing each survey
location individually, Clements Bridge Road ranked in the top three routes most
47
used by respondents at three of eight survey locations. Hurffville Road was
second with two of eight survey locations.
Question 4: “It took about [how many] minutes to get from your start
location to this survey location today?”
On the Tuesday of the survey, the largest number of respondents (13% of all
survey respondents) indicated a travel time from 10 to 19 minutes to get from the
start location to survey location. The next largest (11%) took less than 10
minutes. Both occurred between the hours of 7:00 am and 10:00 am. The third
largest response was from motorists traveling between the hours of 4:00 pm and
7:00 pm. These accounted for 10% of the overall responses. In examining
different time groupings, the longest trip time for the 10:00 am to 1:00 pm time
segment was 10-19 minutes. The longest trip time for the 1:00 to 4:00 pm and
4:00 to 7:00 pm time segments were also 10-19 minutes. The median travel time
from the respondents’ start locations to a survey location ranged from 10 minutes
at Cooper & NJ 41, Clements Bridge Road & Locust Grove Boulevard, and
Almonesson Road & Caulfield Avenue, to 15 minutes at the following
intersections: NJ 41 & Deptford Center Road, Clements Bridge Road &
Almonesson Road, and Almonesson Road & Deptford Center Road.
On the Saturday of the survey, the largest number of respondents indicated that
their travel time was between 10 – 19 minutes. This was consistent throughout
the 10:00 am – 7:00 pm survey period with little fluctuation by time of day. The
next largest number of respondents was those traveling more than 40 minutes to
a survey location. As in the weekday analysis, the median travel time to a survey
location was 10 minutes.
Question 5: “What stops will be made during this trip?”
Shopping trips were the most frequent trip type reported by respondents at all
survey locations. Overall, these accounted for 35% of all trips. This was the
number one trip type by respondents at all 8 survey locations. The second most
frequent trip type was work trips. These accounted for 14% of all trips. Work
trips were listed in the top three at all 8 survey locations while “Going out to eat”
(13% of all trips) was listed in the top three at 6 survey locations.
Question 6: “What is your final destination for this trip?”
On the Tuesday of the survey, the top destinations listed were work and home.
Work trips were the predominant trips in the AM while trips destined for home
were dominant in the PM. Work trips ranked first or second at all locations during
the hours ending at 8:00 am through 10:00 am. Trips destined for home peaked
in the hours ending 6:00 pm and 7:00 pm. These trips ranked first or second in
volume at all locations during the survey period. On the Saturday of the survey,
trips destined for home were by far the predominant trip type. Shopping trips
peaked between the hours ending 2:00 pm to 4:00 pm. Recreational/social trips
48
and “going out to eat” trips were highest during the hours ending 5:00 pm through
7:00 pm.
Question 7: “How often do you travel through this area?”
69% of respondents indicated that they traveled through the area 4 days a week
or more. The next highest group of respondents traveled less than 4 times a
month. These were 33% of all respondents. This percentage distribution was
generally consistent at all locations surveyed.
Question 8: “Which of the following routes will be used to get to your next
destination? (Check all that apply)”
The largest percentage of responses (20%) indicated usage of Clements Bridge
Road to arrive at their next destination. The next most heavily used road was
Almonesson Road (15%), followed by Cooper Street, Delsea Drive and NJ 42
(12% each).
Question 9: “It will take about [how many] minutes to travel from the survey
location to the next destination?”
On the Tuesday of the survey, during the hours ending 8:00 am, 9:00 am and
10:00 am, the majority of trips from the survey location to the next destination
were 19 minutes or less in duration. For the hours ending 4:00 pm to 7:00 pm,
these trips were primarily of 10 to 19 minutes in duration. Only 5% of all trips
during the survey period were 40 or more minutes in duration from the survey
location. The median travel time to respondents’ next destination was 10
minutes with the exception of the Hurffville Road/Clements Bridge Road
intersection where the median travel time was 15 minutes. On the Saturday of
the survey, 45% of the trips from the survey location to the next destination were
of 10 to 19 minutes in duration. 29% of trips were under 10 minutes in duration.
The median trip was between 10 and 15 minutes in duration.
By combining travel times from respondents’ start locations to the survey site
with travel times to the next destination, total travel times for an entire trip can be
estimated. On the Tuesday of the survey, for the hours ending 8:00 am, 9:00 am
and 10:00 am, the largest number of respondents had total trip times of 20 to 29
minutes each. These were 8% of all trips. In the PM peak period (hours ending
5:00 to 7:00 pm), the largest number of trips for this time period had total trip
times of 20 to 29 minutes each. These were 7% of all trips. On the Saturday of
the survey, the largest number of trips during the 10:00 am to 1:00 pm time
period were from 20 to 29 minutes each. These accounted for 8% of all trips that
day. For the 1:00 pm to 4:00 pm time period, the largest number of trips were
from 10 to 19 minutes, 20 to 29, and 30 to 39 minutes. Each of these categories
accounted for 8% of all trips. For the 4:00 pm to 7:00 pm time period, the largest
number of trips were from 10 to 19 and 20 to 29 minutes in length, with both of
49
these time categories accounting for 9% of all trips that day. The median travel
time from all survey locations throughout the survey period ranged from 20 to 30
minutes each.
Question 10: “The next destination is approximately [how many] miles from
this survey location?”
In analyzing returns from both survey days, 32% of the survey respondents
indicated that the approximate distance to their next destination was from 2 to 5
miles. 25% indicated that the approximate distance was from 5 to 10 miles, while
25% indicated that the next destination was 1-2 miles from the survey location.
18% of respondents indicated that their next destination was 10 or more miles
from the survey location.
Question 11: “Where will you park in Deptford?”
The top listed location where respondents parked in Deptford was the Deptford
Mall. This was reported by 23% of respondents. 20% listed “Other”, while 9%
each parked by Sam’s Club (The Court at Deptford), BJ’s (Almonesson
Crossings), and Pathmark (The Plaza at Deptford).
Question 12A: “Are you aware of public transit service in this area?”
This question provided a space for respondents to pencil in their chosen bus
routes. 42% of respondents on both survey days indicated that they were aware
of public transit in the area, while 58% replied that they were not aware of such
services. This could be because the survey targeted motorists. The transit
dependent population was therefore largely excluded from the surveys returned.
Question 12B: “If yes, have you used it?”
Of those reporting an awareness of public transit, 7% indicated that they had
used it, while the remaining 93% replied that they had not.
Question 13A: “If available, would you use a shuttle bus to travel to this
area?”
16% of respondents said that they would use a shuttle bus to the area if
available, while the remaining 84% said they would not.
Question 13B: “…or within this area?”
When asked if they would use a shuttle bus to travel within the area, 25% of
respondents said yes while 75% said they would not use the service even if
available. It is interesting to note that the check boxes regarding a shuttle within
50
the area were left blank by many (23%) of the respondents. The percentage of
“yes” or “no” is based on actual responses.
Question 14: “Are you: [Male or Female]?”
Males constituted about 40% of those surveyed, while females made up the
remaining 60%.
Question 15: “What is your household income per year?”
31% of respondents indicated that their annual household income is in the range
of $35,000 to $75,000 per year. This was followed by 18% of respondents who
indicated that their annual household income is $75,000 to $100,000. 17%
reported an annual household income of $100,000 or more. Only 2% of
respondents reported incomes of less than $10,000.
Question 16: “Are you [which employment status?] (check all that apply)”
57% of all respondents indicated that they are employed full time. 16% of
respondents are retired and 12% are employed part-time. 9% of the respondents
indicated that they are homemakers.
51
Survey Respondents’ Comments
On the survey’s final question, respondents were offered a space to enter
comments or suggestions. This space was open ended, therefore respondents
could write about whatever they wished for a length of their choosing. Motorists’
responses were entered into a database verbatim in order to avoid bias.
While the other survey responses were analyzed in a precise method of
tabulation, the free form entries in the comments area were subject to a more
qualitative review. Upon review, it was decided to categorize these responses
into seven recurring subjects. Those comments that did not fit into one of the
seven headings were placed in an “other” category. Many motorists remarked on
multiple subjects in their comments. In such cases, each subject was tabulated –
therefore causing the tabulation of more comments than respondents. The
resulting percentages reflect the number of motorists with a particular comment.
Among the pool of returned surveys, 38.7% wrote responses in the comments
section. Accordingly, we can conclude that over one-third of the sample yielded
comments. These comments should be taken for what they are - a reflection of
the sentiments expressed by survey respondents and should not be used in any
scientific analysis.
Listed below are the seven common response categories, as well as the “other”
category. In each headline is a percentage representing the amount of
comments falling into that particular category.
(1) – IMPROVE EXIT RAMPS – 20%
(2) – REDUCE CONGESTION – 18.8%
(3) – ADJUST SIGNALS – 15%
(4) – CONSTRUCTION COMPLAINTS – 13.6%
(5) – DEVELOPMENT AND RETAIL ISSUES – 13.3%
(6) – WIDEN ROADS – 7.3%
(7) – SHUTTLE AND TRANSIT CONCERNS – 7%
(8) – OTHER / NOT APPLICABLE – 15.4%
The majority of opinions voiced by respondents were in regard to the changed
exits of NJ 41 south into Deptford. An overwhelming number of respondents
expressed concern for the newly implemented exits. They believe these new
52
exits direct more traffic toward the mall, thus increasing congestion. Deptford
residents cited a need for routes which would allow them to circumvent the retail
area. Many respondents felt the best solution would be to reopen the previous
exits or to have two separate exits into the area. Many motorists also brought
attention to the NJ 55 exit, indicating the dangers of traffic backups, the lack of a
right hand turning lane, and common violations of traffic laws by other drivers.
Most of these respondents felt that a third lane would help traffic flow while a
camera installed on the traffic signal would deter others from breaking traffic
laws.
Other comments focused on the amount of congestion in the Deptford retail area.
Several motorists revealed their irritation with the prevalence of large trucks on
the roads, the increased traffic on residential streets, and the inability to exit their
driveways onto busy roads. Fifteen percent of respondents cited poor traffic
signals as the cause of much of the traffic. Suggested solutions include an
increase in left turn arrows, longer intervals of time between phase changes, and
synchronized signals along NJ 41 by the Deptford Mall.
Frustrations with the current amount of construction raised many concerns in the
comments section of the survey. Of those who responded, many motorists
expressed doubt that the roadwork would do much to improve traffic congestion.
Others asked that workers do construction at night to reduce backups during
peak travel times. Many respondents complained of vehicle damage due to the
poor road conditions.
About 13% of motorists traveling through the retail area expressed distaste for
Deptford’s increasing levels of commercial and residential development. Those
employed within the retail area described decreasing business due to traffic
problems. The issue of an impending Wal-Mart in Deptford had 19 out of 38
comments on this issue favoring the store and another 19 opposing its
construction. Many motorists felt that the roads were not built to withstand the
increased population in the area. About 7% percent expressed a need for wider
roads with more lanes. An area of particular focus was the bridge over Big
Timber Creek, which creates a bottleneck situation for vehicles and does not
accommodate pedestrians.
Two questions toward the end of the survey focused on attitudes toward public
transit and a possible retail area shuttle bus. Many motorists touched on these
subjects in the comment section. Several respondents expressed a desire for
more public transit services in Gloucester County, while others cited difficulties in
finding information on such services. Of those commuting to or from the area,
services like a high speed line or light rail system seem appealing. Motorists
were more skeptical of a shuttle bus for shopping purposes. Common concerns
included methods of payment, dependability and time schedules, and
accessibility to elderly residents or to those with disabilities (such as people in
wheelchairs).
53
Of those comments in the “other” section, many had no specific application to
this study. However, a few responses did touch on the need for a parking garage
in the mall area. Several motorists expressed a need for increased law
enforcement due to the high level of speeding on the roads. Not to be ignored, a
few comments gave positive feedback. They commended the hard working
construction workers and cited a better flow of traffic on Clements Bridge Road
since the removal of the old NJ 41 southbound exit.
54
6. 0
55
TRAVEL FORECASTING
Regional travel simulation models are used to forecast future travel patterns.
These travel forecasts utilize population and employment data, land use and
transportation network characteristics to simulate trip making patterns throughout
the region.
6.1
Population and Employment Forecasts
Population and employment forecasts are used as inputs in travel forecasting to
determine future traffic volumes. Forecasts are tabulated for traffic analysis
zones (TAZ) defined by the U.S. Census Bureau within the DVRPC region from
county level forecasts prepared for the DVRPC Year 2025 County & Municipal
Population & Employment Forecasts. Within the study area these TAZs are
further subdivided for more precise analysis. (Map 11)
Population
Base year population data for zones in the study area are derived from Census
2000 block data and from 2000 Census Transportation Planning Package
(CTPP) data. 2000 CTPP data were aggregated to correspond to the 1990 TAZ
structure used for travel forecasting in this study.
Future population forecasts are derived from DVRPC forecasts tabulated for
each TAZ in the region. Each study zone’s future population is calculated as a
percentage of the larger TAZ of which it is a part. Each study zone’s population is
a percentage of the TAZ population in 2000, with additional population added for
residential development proposed or built since that time. The base year
population is 5,658 (Table 2) while the forecast year is 9,958, an increase of
76%.
Employment
Base year employment forecasts for study zones are derived from 2000 CTPP
data for each TAZ.
Future employment forecasts for each study zone are based on the square footage of
employment locations within them (determined from aerial photos). The square footage
of employment locations in each study zone is calculated as a percentage of the total
square footage of employment locations in the TAZ of which each study zone is a part.
The employment in each study zone is calculated by applying the proportion of
employment of the TAZ of which it is a part, plus additional projected employment from
proposed future commercial development. The base year employment is 10,855 (Table
2), while the forecast year employment is 23,458, an increase of 116%.
57
Table 2
Population and Employment Forecasts for the Deptford Study Area by TAZ
Study
Zone
1396
1397
1398
1399
1400
1401
1402
1403
1409
1404
1405
1406
1407
1408
Total
Census
2000
10
40
314
66
0
2
460
3
2,540
200
1,108
915
0
0
5,658
Population
2025
Forecast
11
45
351
74
0
2
491
3
2,842
214
3,665
1,045
0
1,214
9,958
Change 2000-2025
Count
%
1
5
37
8
0
0
31
0
302
14
2,557
130
0
1,214
4,300
12%
12%
12%
12%
12%
7%
14%
12%
7%
231%
14%
76%
Census
2000
357
308
1,005
628
288
3,000
153
1,005
1,203
1,195
901
0
812
0
10,855
Employment
2025
Forecast
399
1,159
1,122
704
324
3,547
2,672
2,592
4,614
2,419
1,009
0
2,897
0
23,458
Change 2000-2025
Count
%
42
851
117
76
36
547
2,519
1,587
3,411
1,224
108
0
2,085
0
12,603
12%
276%
12%
12%
13%
18%
1646%
158%
284%
102%
12%
257%
116%
Source: US Census, DVRPC 2006
6.2
Travel Simulation Process
The enhanced DVRPC travel simulation process utilizes the Evans Algorithm to
iterate the model. The Evans Algorithm executes the trip distribution and modal
split models based on updated highway speeds after each iteration of highway
assignment and assigns a weight (λ) to each iteration. This weight is then used
to prepare a convex combination of the link volumes and trip tables for the
current iteration and a running weighted average of the previous iterations. This
algorithm converges rapidly to the equilibrium solution on highway travel speeds
and congestion levels. About seven iterations are required for the process to
converge to the approximate equilibrium state for travel patterns.
After
equilibrium is achieved, the weighted average transit trip tables are assigned to
the transit networks to produce link and route passenger volumes.
DVRPC’s enhanced travel simulation model is disaggregated into separate peak
period, midday, and evening time periods. This disaggregating begins in trip
generation where factors are used to separate daily trips into peak, and midday
travel. Evening travel is then defined as the residual, after peak and midday
travel are removed from daily travel. The enhanced process then utilizes
completely separate model chains for peak, midday, and evening travel
simulation runs. The peak period (combined AM and PM) is defined as 7:00 AM
to 9:00 AM and 3:00 PM to 6:00 PM, midday is defined as 9:00 AM to 3:00 PM
and evening (6:00 PM-7:00 AM). The separation of the models into three time
periods was accomplished with few changes to the basic models. Inputs
58
sensitive to time of day such as highway capacities and transit service levels
were disaggregated to be reflective of time period specific conditions. The
enhanced iterative DVRPC model is charted in Figure 10. The first step in the
process involves generating the number of trips which are produced by and
destined for each traffic zone and cordon station throughout the nine county
region.
59
Figure 10
Evans Implementation Using DVRPC’s Regional Simulation Model
TRIP GENERATION
UPDATED HIGHWAY
SPEEDS
BUILD AND SKIM
HIGHWAY TREES
HIGHWAY NEWORK
SPEED LIMITS
GRAVITY MODEL /
MODAL SPLIT
TRANSIT SKIMS
(SCHEDULED SPEEDS)
TRANSIT / HIGHWAY
TRIP TABLE IMPEDANCE
COMPONENT
INPUT TO NEXT
ITERATION
VIA RESTART
HIGHWAY TRIP
TABLE
INPUT TO NEXT
ITERATION
VIA RESTART
HIGHWAY
ASSIGNMENT
WEIGHTED AVERAGE
TRANSIT / HIGHWAY
WEIGHTED AVERAGE
HIGHWAY LINK
TRIP TABLE
IMPEDANCE
VOLUMES /
No
IMPEDANCE
CONVERGENCE
?
Yes
USE s TO WEIGHT
TOGETHER TRANSIT TRIP
TABLES AND ASSIGN
Source: DVRPC Technical Memorandum #2, March 2002
60
1. Trip Generation
Both internal trips (those made within the DVRPC region) and external trips
(those which cross the boundary of the region) must be considered in the
simulation of regional travel. Internal trip generation is based on zonal forecasts
of population and employment, whereas external trips are estimated from cordon
line traffic counts. The latter also include trips that pass through the Delaware
Valley region. Estimates of internal trip productions and attractions by zone are
established on the basis of trip rates applied to the zonal estimates of
demographic and employment data. This part of the DVRPC model is not
iterated on highway travel speed. Rather, estimates of daily trip making by traffic
zone are calculated and then disaggregated into peak, midday, and evening time
periods.
2. Evans Iterations
The iterative portion of the Evans Algorithm involves updating the highway
network restrained link travel speeds, rebuilding the minimum time paths through
the network, and skimming the interzonal travel time for the minimum paths.
Then the trip distribution, modal split, and highway assignment models in
sequence for each pass through the model chain (Figure 10). After convergence
is reached, the transit trip tables for each iteration are weighted together and the
weighted average table assigned to the transit network. The highway trip tables
are loaded onto the network during each Evans iteration. A composite highway
trip table is not required to perform the highway assignment, rather the highway
link volumes from the assignment are weighted together directly. Seven
iterations of the Evans process, for each time period, are performed to ensure
that convergence on travel times is reached.
3. Trip Distribution
Trip distribution is the process whereby the zonal trip ends established in the trip
generation analysis are linked together to form origin-destination patterns in the
trip table format. Peak, midday, and evening trip ends are distributed separately.
For each Evans iteration, a series of seven gravity type distribution models were
applied at the zonal level for each time period. These models follow the trip
purpose and vehicle type stratifications established in trip generation.
Documentation of the trip distribution models is included in the commission report
entitled, “1997 Travel Simulation Model for the Delaware Valley Region.”
4. Modal Split
The modal split model is also run separately for the peak, midday and evening
time periods. The modal split model calculates the fraction of each person trip
interchange in the trip table that should be allocated to transit, and then assigns
the residual to highway. The choice between highway and transit usage is made
on the basis of comparative cost, travel time, and frequency of service, with other
aspects of modal choice being used to modify this basic relationship. In general,
the better the transit service, the higher the fraction assigned to transit, although
trip purpose and auto ownership also affect the allocation. The model subdivides
61
highway trips into auto drivers and passengers. Auto driver trips are added to
the truck, taxi, and external vehicle trips in preparation for assignment to the
highway network. DVRPC report entitled “1990 Travel Simulation Model for the
Delaware Valley Region” provides a detailed description of the model
parameters.
5. Highway Assignment
The final step in the iterative simulation process is the assignment of vehicle trips
to the highway network. For peak, midday and evening travel, this assignment
model produces the future traffic volumes for individual highway links that are
required for planning analyses. The highway network and trip table underlying
the assignment is regional in nature. This allows the diversion of highway
vehicular travel into and through the study area to various points of entry and exit
in response to the characteristics of the transportation system.
For each Evans iteration, highway trips are assigned to the network by
determining the best (minimum time) route through the highway network for each
zonal interchange and then allocating the interzonal highway travel to the
highway facilities along that route.
This assignment model is “capacity
restrained” in which congestion levels are considered when determining the best
route. The Evans equilibrium assignment method is used to implement the
capacity restraint. When the assignment and associated trip table reach
equilibrium, no path faster than the one actually assigned can be found through
the network, given the capacity restrained travel times on each link.
6. Transit Assignment
After equilibrium is achieved, the weighted average transit trip tables (using the
Lambdas calculated from the overall Evans process as weights) are assigned to
the transit network to produce link and route passenger volumes. The transit
person trips produced by the modal split model are “linked” in which they do not
include any transfers which occur either between transit trips or between auto
approaches and transit lines. The transit assignment procedure accomplishes
two major tasks. First, the transit trips are “unlinked” to include transfers, and
second, the unlinked transit trips are associated with specific transit facilities to
produce link, line, and station volumes.
These tasks are accomplished
simultaneously within TRANPLAN, which assigns the transit trip matrix to
minimum impedance paths built through the transit network. There is no capacity
restraining procedure in the transit assignment model.
Traffic Assignment Validation
Before the simulation model can be used to predict future trip making patterns, its
ability to replicate existing conditions is analyzed. Highway assignment output
simulating current conditions is compared to current traffic counts in the study
area. From this analysis, a validated model is established and subsequently
executed with socioeconomic and land use forecasts for each alternative studied.
62
6.3
Future Travel Conditions
In forecasting future traffic volumes, the year 2025 was established as the
horizon year to evaluate future conditions on existing roadways and to analyze
changes to traffic caused by connecting Greenbriar Court with Deptford Center
Road and constructing additional ramps at this interchange to allow movements
to and from NJ 55 via Clements Bridge Road.
Traffic in the Deptford retail area is generally projected to increase by the year
2025, as a result of increased population and retail activity in the area. With the
continued development of the area expected, significant increases are projected
on roads that currently experience high peak hour volumes: Clements Bridge
Road, Almonesson Road and Cooper Street.
1. No-Build Scenario
The no-build, “do-nothing” scenario establishes a baseline for future traffic
volume on existing roadways, assuming continued development of available land
consistent with current trends and subsequent increases in population and
employment.
Traffic volume on Almonesson Road between Jarrett Drive and Clements Bridge
Road is projected to more than double (108% increase) in the no-build scenario,
an increase of 16,600 vehicles per day (vpd) in both directions of travel over the
current traffic volume (Map 12). On Clements Bridge Road between NJ 42 and
Hurffville Road, volume is projected to increase by 61%, an increase of 12,700
vpd in both directions. These increases reflect new residential and commercial
construction in this area, with resulting increases in trip making activity.
Within the study area, traffic volume on NJ 42 north of the Clements Bridge Road
interchange is projected to increase by 16% in the no-build scenario, an
additional 18,600 vpd in both directions. Volume south of the Clements Bridge
Road interchange is projected to increase by 15%, an additional 16,100 vpd in
both directions.
Volume on NJ 55 is projected to increase by 23%, an additional 14,100 vpd in
both directions. Volume on the existing ramps to and from NJ 55 is projected to
increase by a combined total of 22%, an additional 6,000 vpd (Map 13).
2. NJ 55 Ramp Build Alternative
The build scenario models the effect of connecting Greenbriar Court with
Deptford Center Road and constructing ramps to allow movements between NJ
55 and the Greenbriar Court extension, in addition to existing movements to and
from Deptford Center Road. In this scenario, volume on the existing ramps is
projected to increase 2% from current volume, an additional 500 vpd (Map 14).
63
The Greenbriar Court extension is projected to carry approximately 22,200 vpd in
both direction of travel, diverting traffic from NJ 42, the existing NJ 55 ramps,
Clements Bridge Road between NJ 42 and Almonesson Road, Almonesson
Road between Clements Bridge Road and Cooper Street, and from Cooper
Street between Almonesson Road and Clements Bridge Road. As a result,
volumes on these road segments are lower than in the no-build scenario (Map
15).
MAP : 12
RY RD
OP
ER
2
255.7
24. .0
0
47
AV
E
R
E
RT
CA
DR
47
S
534
33
32. .9
28. 9
2
EW
VI
31.1
33.6
27.9
665
TY
Delaware Valley
June 2006
OU
N
EW
645
N
U
AV
1
1. .8
1.7 9
CA
LD
E
FI
706
12
13. .2
5
9.5
9
348. .0
2 .7
21
544
2
267. .8
1
6
16.
55
621
ER
IDG
BR
621
16
16 .4
11. .0
6
17.9
706
SUNSET
DEPTFORD CENTER RD
21.8
20.8
TS
EN
EM
6 L
26. .3 C
31
3
20.
55
42
D
31.1.6
33
20.9
AV
41
DR
AADT
In Thousands
AN
SS
RO
AD
CT
16.4
16.0
11.6
Current AADT
2025 Build Scenario AADT
2025 No Build Scenario AADT
CREST
E AV
RE AV
TTE
AV
MO
Proposed
NHA Ramp
SSE
ROSEMO
HILLSID
BELLEV
UE AV
DE N
C OU
NT
Y7
06
(Map not to scale)
C AM
42
544
Route 55 - Deptford Traffic Study - Current, 2025 No-Build and 2025 NJ 55 Ramp Build Alternative
CO
GL
BOUNDA
OU
CE
ST
ER
C
534
55
7
9 .8
7.5 .2
3
4 .8
3.8 .8
15.4
16.7
13.3
DR
5.0
EY
N RD
VI
EW
22
.2
4.8
DELSEA DR
23.0
23.4
19.4
19.6
19.6
15.9
RS
JE
.1
7.9.3
9
7.5
TU
60
55
E
K
PI
RN
79.6
75.4
4.7
DELSEA DR
8
74 2.2
.2
61.3
VD
BL
SSO
ALMONSE
AV
VE
RO
12.5
11.3
9.2
23.5
23.4
17.9
4.9
TG
26.6
31.3
21.3
24.6
23.9
19.6
S
CU
LO
33.8
33.5
26.9
35.9
32.0
15.4
35.5
34.9
24.0
134.7.1
137
118.5
0.9
12 21.9
1
5.8
10
SUMMIT
64
VENETIA AV
OP
47
534
S
VI
EW
DR
AV
E
706
544
ER
OP
CO
EE
E
RT
CA
R
DR
TY
665
Delaware Valley
June 2006
OU
N
ST
ER
C
UC
E
GL
O
40% to 59%
LessSSAthan
20%
N
CT
20% to 39%
RO
AD
47
Y6
NT
OU
RC
CE
OU
JE
EW
N
RY RD
GL
BOUNDA
MAP : 13
AV
E
D
EL
T
55
DR
AV
E
621
621
TS
EN
EM
ER
IDG
BR
D
42
ET AV
DEPTFORD CENTER RD
CL
55
41
41
60% to 79%
80% or More
E AV
ONH
ASS
ETT
E AV
RE AV
% Change: Current
vs. No
Build
CREST
M
ROSEMO
HILLSID
BELLEV
UE AV
0
Feet
C AM
TY
706
544
500 DEN CO1,000
UN
Route 55 - Deptford Traffic Study - Percent Change in Traffic Volume : Current vs. 2025 No-Build
ER
FI
UL
CA
JA
RC
ST
E
Y
TU
CO
645
TT
E
RR
ALMONSESSON RD
DR
534
DELSEA
DR
47
GR
SSON RD
VI
EW
RS
E
E
K
PI
ST
RN
CU
O
RD
DELSEA DR
LO
GR
VE
AV
IA
R
NB
ALMONSE
SUMMIT
O
42
65
VENETIA AV
OR
YL
TA
LN
S
VI
EW
DR
706
ER
OP
CO
TY
665
Delaware Valley
June 2006
40% to 59%
LessSSAthan
20%
N
CT
20% to 39%
RO
AD
47
Y6
NT
OU
JE
EW
N
TU
Y
MAP : 14
DR
OU
N
ST
ER
C
UC
E
GL
O
R
47
534
544
CE
RY RD
OU
BOUNDA
GL
E
RT
CA
AV
E
AV
E
EE
55
DR
AV
E
621
621
TS
EN
EM
ER
IDG
BR
D
42
ET AV
DEPTFORD CENTER RD
CL
55
41
41
60% to 79%
80% or More
E AV
ONH
ASS
ETT
E AV
RE AV
% Change: Current
vs. Build
CREST
M
ROSEMO
HILLSID
BELLEV
UE AV
0
Feet
C AM
TY
706
544
500 DEN CO1,000
UN
Route 55 - Deptford Traffic Study - Percent Change in Traffic Volume : Current vs. 2025 Build
ER
D
EL
T
RC
OP
FI
UL
CA
JA
RC
ST
E
CO
645
TT
E
RR
ALMONSESSON RD
DR
534
DELSEA
DR
47
GR
SSON RD
VI
EW
RS
E
E
K
PI
ST
RN
CU
O
RD
DELSEA DR
LO
GR
VE
AV
IA
R
NB
ALMONSE
SUMMIT
O
42
66
VENETIA AV
OR
YL
TA
LN
67
Traffic volume on NJ 42 north of the Clements Bridge Road interchange within
the study area is projected to decrease by 2% in the build alternative compared
with the no-build scenario, with 2,400 fewer vehicles per day in both directions.
Volume on NJ 42 south of the Clements Bridge Road interchange is projected to
decrease by 1% in the build alternative compared with the no-build scenario, with
1,000 fewer vehicles per day in both directions (Table 3).
Volume on the existing NJ 55 ramps decreases by 16%, with 5,500 fewer
vehicles per day in the build alternative compared with the no-build scenario.
Volume on Clements Bridge Road between NJ 42 and Almonesson Road is
projected to decrease by 15% in the build alternative compared with the no-build
scenario, with 4,700 fewer vehicles per day in both directions. Volume on
Almonesson Road south of Deptford Center Road is projected to decrease by
8% in the build alternative compared with the no-build scenario, with 1,300 fewer
vehicles per day in both directions.
Higher traffic volume is projected on NJ 55, Clements Bridge Road between
Cooper Street and Almonesson Road, Almonesson Road between Clements
Bridge Road and Jarrett Drive, and on Locust Grove Boulevard/Jarrett Drive.
On NJ 55 north of the Deptford Center Rd interchange volume is projected to
increase by 11% in the build alternative compared with the no-build scenario, an
additional 8,000 vpd in both directions, while volume on NJ 55 south of the
Deptford Center Road interchange is projected to increase by 6%, an additional
4,200 vpd in both directions.
Volume on Clements Bridge Road between Locust Grove Boulevard/Greenbriar
Court and Almonesson Road is projected to increase by 47% in the build
alternative compared with the no-build scenario, an additional 8,400 vpd in both
directions. Volume on Clements Bridge Road between Cooper Street and Locust
Grove Boulevard /Greenbriar Court is projected to increase by 25% in the build
alternative compared with the no-build scenario, an additional 6,900 vpd in both
directions. Volume on Almonesson Road between Jarrett Drive and Clements
Bridge Road is projected to increase 12%, an additional 3,900 vpd in the build
alternative compared with the no-build scenario. Volume on Locust Grove
Boulevard is projected to increase 11% in the build alternative versus the no-build
scenario, an additional 1,200 vpd in both directions.
Source: DVRPC 2006
Table 3. Deptford Study Area Current, 2025 No-Build and NJ 55 Ramp Alternatives
OP
ER
AV
E
47
534
S
VI
EW
DR
FI
UL
CA
D
EL
AV
E
706
544
EE
ER
OP
CO
JA
RC
T
JE
N
MAP : 15
E
RT
CA
R
DR
TY
665
Delaware Valley
June 2006
ST
ER
C
UC
E
GL
O
0% to +9%
-20%SSAto
N -10%
CT
-9% to -1%
RO
AD
47
Y6
NT
OU
RC
CE
OU
RY RD
GL
BOUNDA
ST
E
OU
N
55
DR
AV
E
621
621
TS
EN
EM
ER
IDG
BR
D
42
ET AV
DEPTFORD CENTER RD
CL
55
41
41
544
+10% to +19%
+20% to +47%
E AV
ONH
ASS
ETT
E AV
AV
% Change: No-Build
vs.REBuild
CREST
M
ROSEMO
HILLSID
BELLEV
UE AV
0
Feet
C AM
TY
706
500 DEN CO1,000
UN
Route 55 - Deptford Traffic Study - Percent Change in Traffic Volume : 2025 No-Build vs NJ 55 Build Alt.
CO
645
TT
E
RR
ALMONSESSON RD
DR
534
DELSEA
DR
47
GR
SSON RD
VI
EW
EW
TU
Y
RS
E
E
K
PI
ST
RN
CU
O
RD
DELSEA DR
LO
GR
VE
AV
IA
R
NB
ALMONSE
SUMMIT
O
42
69
VENETIA AV
OR
YL
TA
LN
70
In summary, the NJ 55 ramp build alternative shifts some traffic from the existing
NJ 55 ramps and surrounding routes that connect with them. This alternative also
diverts some traffic from NJ 42 and its environs. However, road segments in the
immediate vicinity of the ramps, especially those with access to large residential
and commercial areas, experience large increase in volume as a result.
The study area is projected to experience increased traffic volumes consistent
with the projected additional residential and commercial development. This
forecast assumes the low density, suburban style development currently found
throughout the study area will continue. The forecasts based on this assumption
have the potential to be affected by higher density, more compact growth
patterns (i.e. “smart growth”), consistent with the goals of the Gloucester County
Northeast Region Strategic Plan. Implementing the goals of this plan can lead to
the development of mixed-use, compact subdivisions which encourage
pedestrian and bicycle travel, and thus reduce automobile traffic volume.
7.0
71
EARLY ACTION STRATEGIES
Nine intersections within the vicinity of the Deptford Mall were analyzed by
NJDOT’s consultant Arora and Associates, P.C. and “quick fix” mitigation
measures identified. These intersections account for the majority of trips
entering and leaving the study area each day. Below are the intersections that
were analyzed and remediation measures identified for each intersection.
Arora’s report can be found in Appendix III.
1.
Route 41 and Clements Bridge Road
Signal timing adjustment to provide more green time to Clements Bridge
Road.
2.
Route 41 and Deptford Center Road/Route 42 On Ramp
Signal timing and phasing adjustments
3.
Route 41 and Cooper Street
Signal timing adjustments
4.
Clements Bridge Road and Mall East Drive/Coach Road
Signal timing and phasing adjustments
5.
Clements Bridge Road and Almonesson Road
Signal timing adjustments that include a “time-of-day, day-of-week” timing
plan.
6.
Clements Bridge Road and Locust Grove Boulevard/Greenbriar Court
Signal timing adjustments
7.
Clements Bridge Road and Cooper Street
Signal timing adjustments that include a 120 second cycle. Also a “timeof-day, day-of-week” timing plan. An alternative is to provide an additional
exclusive left turn lane along south bound Cooper Street.
8.
Almonesson Road and Mall Road South
Signal timing adjustments that include a 120 second cycle. Also a “timeof-day, day-of-week” timing plan.
9.
Almonesson Road and Deptford Center Road/Route 55 Ramp
Signal timing adjustments that include a 120 second cycle. Also a “timeof-day, day-of-week” timing plan.
An additional option is to revise the intersection configuration that include
an additional lane to the Route 55 off Ramp approach.
72
8.0
73
IMPLEMENTATION
In terms of a hierarchy of agencies, the New Jersey Department of
Transportation (NJDOT) is primary, both in terms of maintaining state highways
as well as providing much of the design, right-of-way and construction funding for
major improvements. Municipalities make land use decisions in the corridor,
which ultimately affect traffic levels. In addition, many of the cross streets are
designed, built and maintained by local and county government, and these also
impact how well the state highways function. Lastly, developers actually build
the housing, commercial and industrial projects that generate the trips which
must be accommodated by a publicly owned transportation infrastructure.
New Jersey Department of Transportation
NJDOT has jurisdiction over the state highways in the corridor. These include NJ
41, NJ 42 and NJ 55. Improvements to these highways are typically financed by
state and/or federal funds. Occasionally, developer contributions are also a
source of funding, if the project has special impact by a development. The State
ultimately makes the decision on what improvements are done to their facilities
but often coordinates with the county or local municipalities, when the
improvements include facilities under their jurisdiction.
Gloucester County
The county has jurisdiction over a network of roads throughout the study area. In
New Jersey, county roads are given 500, 600 or 700 route designations. The
primary function of the county network is to serve medium range trips or to serve
as feeders to the state system. Improvements to county roads are financed by
county dollars, or where eligible, they can receive federal or state funding. The
county has the ultimate decision concerning improvements on county roads, but
typically coordinates with the municipality where the improvement is located.
Metropolitan Planning Organization (MPO)
DVRPC, serving as the MPO for this region, is required to coordinate a
comprehensive and continuing transportation planning process. This process
results in the development of a Transportation Improvement Program (TIP) which
identifies all priority projects for which federal funds will be sought. The TIP
represents a consensus among state and regional officials as to what regional
improvements are to be made. In addition to the TIP, the MPO is required by
federal legislation to develop a long range plan (LRP) to help direct region wide
transportation decision making over a period of at least 20 years. Long range
plans do not specify the design of actual projects. Rather, they identify future
needs to address transportation deficiencies.
Deptford Township
Local governments not only have jurisdiction over their local road system, they
also control local land use decisions. The decisions made at the local level can
affect the traffic on roads at all levels. Therefore, township officials must
74
understand the traffic impacts that could be generated from a particular
development and understand the synergy that exists between land use decisions
and transportation improvements. Township officials need to be involved in the
transportation planning process for all levels of transportation improvements to
make sure that the concerns of their residents are addressed and to assist in the
problem identification and improvement recommendations. Municipal officials
need to make use of the circulation element of their Master Plan. The Master
Plan is an important tool for municipalities to use in addressing their circulation
needs.
Developers
As properties are developed or redeveloped, the transportation needs of the
properties can change, sometimes drastically. Providing proper transportation
access to a new development is often critical to the success of that development.
Therefore, developers must work with the transportation providers to assure that
the necessary changes are beneficial to both the development and the existing
transportation infrastructure.
Developers frequently design and construct
improvements for traffic attributable to their developments or to provide
enhanced access to their site.
Appendix I: Traffic Counts, May 2005
SATURDAY
FAIR
FILE NUMBER: 1
DAY:
WEATHER:
East-West Street
COOPER ST
INTERSECTION: North-South Street
STREETS:
NJ 41 HURFFVILLE RD
COUNTY:
GLOUCESTER
MUNICIPALITY: DEPTFORD
85
92
115
124
118
115
112
93
104
108
114
125
125
120
127
123
116
115
117
120
112
111
112
105
102
103
91
95
92
94
89
93
87
83
3637
L
10
9
6
13
19
15
17
6
11
17
14
17
10
13
15
10
13
9
11
9
14
12
12
21
14
12
14
13
11
14
12
9
11
8
TOTALS 421
10:00 10:15
10:15 10:30
& 10:30 10:45
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
508
8
7
16
13
13
14
17
15
26
26
22
13
14
18
15
16
19
21
20
18
23
17
13
18
17
18
10
11
8
10
7
8
11
6
4566
103
108
137
150
150
144
146
114
141
151
150
155
149
151
157
149
148
145
148
147
149
140
137
144
133
133
115
119
111
118
108
110
109
97
1939
19
40
48
50
50
50
55
53
67
79
67
83
71
43
47
46
50
65
62
54
58
88
62
78
66
65
60
40
54
49
57
56
52
55
3673
77
94
93
104
94
121
122
113
125
131
111
114
114
106
104
116
120
102
104
106
103
128
112
119
92
136
93
121
95
96
86
115
99
107
1200
21
21
37
45
30
42
38
23
40
57
49
37
41
38
39
29
22
46
35
42
23
33
23
39
31
36
34
60
38
19
35
32
31
34
6812
117
155
178
199
174
213
215
189
232
267
227
234
226
187
190
191
192
213
201
202
184
249
197
236
189
237
187
221
187
164
178
203
182
196
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
STARTING
TIME
PM INTERVAL COUNTS
DELAWARE VALLEY REGIONAL PLANNING COMMISSION
OFFICE OF TRAVEL MONITORING
1031
18
35
26
38
30
21
34
47
59
91
39
29
27
30
28
27
28
39
31
29
21
26
26
28
29
31
18
29
23
14
16
21
23
20
L
2106
30
63
40
42
68
58
53
42
61
52
65
80
70
65
67
69
67
66
50
84
86
55
80
62
75
83
47
65
73
46
57
61
64
60
392
10
7
10
18
9
21
9
1
19
13
23
18
8
12
10
12
10
11
10
11
13
12
10
18
11
11
4
11
11
21
8
5
8
7
3529
58
105
76
98
107
100
96
90
139
156
127
127
105
107
105
108
105
116
91
124
120
93
116
108
115
125
69
105
107
81
81
87
95
87
COOPER ST
3-EASTBOUND
S
R
TOTAL
654
12
12
28
18
21
17
13
12
34
27
24
22
20
22
24
23
22
14
17
20
19
18
21
28
24
29
19
17
15
16
13
10
12
11
L
2376
1084
24
22
28
45
32
35
32
37
43
34
27
38
40
43
46
48
33
35
30
27
37
33
31
27
23
34
34
31
26
24
27
22
19
17
4114
82
83
131
135
121
123
121
108
159
136
128
119
124
134
145
157
117
118
122
128
137
122
111
121
131
136
130
121
111
108
111
99
96
89
4-WESTBOUND
R
TOTAL
46
49
75
72
68
71
76
59
82
75
77
59
64
69
75
86
62
69
75
81
81
71
59
66
84
73
77
73
70
68
71
67
65
61
S
11378
220
263
315
349
324
357
361
303
373
418
377
389
375
338
347
340
340
358
349
349
333
389
334
380
322
370
302
340
298
282
286
313
291
293
N-S
TOTAL
7643
140
188
207
233
228
223
217
198
298
292
255
246
229
241
250
265
222
234
213
252
257
215
227
229
246
261
199
226
218
189
192
186
191
176
E-W
TOTAL
19021
360
451
522
582
552
580
578
501
671
710
632
635
604
579
597
605
562
592
562
601
590
604
561
609
568
631
501
566
516
471
478
499
482
469
TOTAL
38486
SATURDAY
FAIR
FILE NUMBER: 2
DATE:
DAY:
WEATHER:
East-West Street
DEPTFORD CENTER RD
STREETS:
NJ 41 HURFFVILLE RD
COUNTY:
GLOUCESTER
63
73
78
91
82
104
87
75
93
72
90
81
74
79
73
78
105
105
77
78
69
76
76
78
76
84
53
78
80
68
89
69
73
81
62
67
2837
79
48
69
90
89
102
102
86
92
79
98
101
103
100
95
111
99
87
113
116
101
95
93
86
82
89
76
63
61
77
78
76
76
89
79
75
TOTALS 3155
10:00 10:15
10:15 10:30
& 10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5992
142
121
147
181
171
206
189
161
185
151
188
182
177
179
168
189
204
192
190
194
170
171
169
164
158
173
129
141
141
145
167
145
149
170
141
142
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3105
53
79
75
92
66
72
80
91
92
88
108
81
85
88
92
79
84
93
90
101
83
98
82
87
87
93
91
87
108
83
91
85
90
79
90
82
4760
100
104
114
118
115
118
107
125
131
153
144
158
151
153
147
160
129
132
153
159
132
169
130
151
136
141
119
129
118
147
101
133
119
113
127
124
7865
153
183
189
210
181
190
187
216
223
241
252
239
236
241
239
239
213
225
243
260
215
267
212
238
223
234
210
216
226
230
192
218
209
192
217
206
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
L
STARTING
TIME
PM INTERVAL COUNTS
2234
42
41
46
45
56
63
55
50
66
72
47
66
67
70
71
65
76
55
63
70
85
74
78
64
57
60
57
51
63
61
63
57
62
76
69
71
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
S
3305
62
55
66
73
90
82
81
89
82
107
94
95
91
89
85
92
79
96
95
107
103
102
125
106
107
96
87
94
95
109
110
93
98
89
87
94
5539
104
96
112
118
146
145
136
139
148
179
141
161
158
159
156
157
155
151
158
177
188
176
203
170
164
156
144
145
158
170
173
150
160
165
156
165
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DEPTFORD CENTER RD
3-EASTBOUND
4-WESTBOUND
R
TOTAL
L
S
R
TOTAL
13857
295
304
336
391
352
396
376
377
408
392
440
421
413
420
407
428
417
417
433
454
385
438
381
402
381
407
339
357
367
375
359
363
358
362
358
348
N-S
TOTAL
5539
104
96
112
118
146
145
136
139
148
179
141
161
158
159
156
157
155
151
158
177
188
176
203
170
164
156
144
145
158
170
173
150
160
165
156
165
E-W
TOTAL
19396
399
400
448
509
498
541
512
516
556
571
581
582
571
579
563
585
572
568
591
631
573
614
584
572
545
563
483
502
525
545
532
513
518
527
514
513
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TOTALS 2698 3128
66
69
73
64
85
79
74
71
78
53
68
73
71
77
79
91
96
84
76
79
74
56
80
83
81
74
70
71
83
65
66
80
72
82
81
74
10:00 10:15
10:15 10:30
& 10:30 10:45
10:45 11:00
East-West Street
11:00 11:15
CR 544 CLEMENTS BRIDGE RD
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
DATE:
38486
2:30 2:45
DAY:
SATURDAY
2:45 3:00
WEATHER:
FAIR
3:00 3:15
3:15 3:30
FILE NUMBER: 3
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STREETS:
NJ 41 HURFFVILLE RD
5826
143
154
174
144
175
166
171
162
165
130
169
135
140
154
141
173
185
188
162
183
165
147
175
191
176
158
149
145
182
161
140
182
144
174
166
157
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
121
132
126
146
145
166
137
144
138
170
154
115
121
117
129
131
135
133
127
142
160
137
131
149
147
144
121
119
129
123
153
136
145
130
133
137
3107 4923
87
91
96
92
76
79
95
92
86
98
98
86
88
81
77
75
78
72
83
90
92
101
79
84
88
94
81
83
80
104
90
81
87
79
81
83
8030
208
223
222
238
221
245
232
236
224
268
252
201
209
198
206
206
213
205
210
232
252
238
210
233
235
238
202
202
209
227
243
217
232
209
214
220
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
77
85
101
80
90
87
97
91
87
77
101
62
69
77
62
82
89
104
86
104
91
91
95
108
95
84
79
74
99
96
74
102
72
92
85
83
L
COUNTY:
GLOUCESTER
STARTING
TIME
PM INTERVAL COUNTS
4513
94
91
90
107
101
97
114
123
134
127
130
121
137
131
133
141
135
144
122
111
113
147
140
144
157
165
142
127
125
123
135
115
101
145
121
130
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
S
900
27
30
32
25
17
23
17
22
26
32
20
24
25
31
27
26
23
22
26
30
27
19
28
28
31
29
24
20
30
28
25
16
23
27
19
21
5413
121
121
122
132
118
120
131
145
160
159
150
145
162
162
160
167
158
166
148
141
140
166
168
172
188
194
166
147
155
151
160
131
124
172
140
151
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3-EASTBOUND
4-WESTBOUND
R
TOTAL
L
S
R
TOTAL
13856
351
377
396
382
396
411
403
398
389
398
421
336
349
352
347
379
398
393
372
415
417
385
385
424
411
396
351
347
391
388
383
399
376
383
380
377
N-S
TOTAL
5413
121
121
122
132
118
120
131
145
160
159
150
145
162
162
160
167
158
166
148
141
140
166
168
172
188
194
166
147
155
151
160
131
124
172
140
151
E-W
TOTAL
19269
472
498
518
514
514
531
534
543
549
557
571
481
511
514
507
546
556
559
520
556
557
551
553
596
599
590
517
494
546
539
543
530
500
555
520
528
TOTAL
14
17
15
10
15
10
8
12
26
23
14
21
23
22
21
27
21
18
22
25
21
23
26
22
20
11
15
8
17
14
23
9
14
14
12
25
638
11
12
10
7
2
14
7
6
12
16
9
15
18
22
16
23
2
12
17
15
21
18
22
17
11
27
24
16
30
5
9
17
14
8
15
7
TOTALS 477
10:00 10:15
10:15 10:30
& 10:30 10:45
10:45 11:00
East-West Street
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
DATE:
38486
2:30 2:45
DAY:
SATURDAY
2:45 3:00
WEATHER:
FAIR
3:00 3:15
3:15 3:30
FILE NUMBER: 4
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STREETS:
COACH RD/MALL EAST DR
4992
38
36
48
84
69
81
81
108
122
125
132
115
200
125
141
143
81
174
166
171
177
152
174
196
306
191
125
135
158
191
89
179
151
129
199
200
6137
63
65
73
101
86
105
96
126
160
164
155
151
241
169
178
193
104
204
205
211
219
193
222
235
337
229
164
159
205
210
121
205
179
151
226
232
1331
17
15
23
23
29
41
69
42
36
40
37
36
38
40
37
42
37
39
45
31
54
40
45
41
41
34
39
28
42
37
39
37
31
30
30
46
466
11
10
9
10
10
11
14
14
12
8
9
14
10
9
7
16
12
13
12
16
20
15
20
17
12
15
12
17
25
12
21
15
12
6
14
6
1467
21
15
38
35
41
43
57
42
29
27
37
41
51
55
57
44
40
34
37
52
64
49
44
43
42
51
43
27
47
31
41
51
39
35
26
38
3264
49
40
70
68
80
95
140
98
77
75
83
91
99
104
101
102
89
86
94
99
138
104
109
101
95
100
94
72
114
80
101
103
82
71
70
90
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
L
COUNTY:
GLOUCESTER
STARTING
TIME
PM INTERVAL COUNTS
47
1
2
0
0
1
1
1
0
1
4
0
4
1
3
0
2
1
0
0
2
2
2
1
2
1
2
0
0
0
0
3
2
0
3
1
4
10115
199
228
194
221
218
264
409
306
271
300
292
321
305
287
272
254
337
271
254
288
335
259
321
303
316
307
313
266
341
235
260
279
288
309
251
241
152
167
158
194
200
216
230
206
254
314
223
288
267
262
300
267
336
230
251
283
315
311
338
274
274
327
241
183
327
269
318
204
195
332
274
334
4327 9314
84
73
100
85
92
124
90
90
103
136
76
152
164
111
91
123
185
131
137
133
145
148
158
148
155
146
99
97
88
111
131
149
110
119
123
120
834
21
19
19
19
25
21
12
26
11
10
16
20
52
49
43
38
27
32
21
19
31
25
20
20
24
18
39
18
16
18
18
16
7
20
23
21
14475
257
259
277
298
317
361
332
322
368
460
315
460
483
422
434
428
548
393
409
435
491
484
516
442
453
491
379
298
431
398
467
369
312
471
420
475
3-EASTBOUND
4-WESTBOUND
R
TOTAL
L
S
R
TOTAL
161
184
153
170
175
220
293
242
203
223
241
252
237
220
211
197
284
209
206
229
270
205
259
247
259
253
246
215
280
186
206
211
216
233
199
193
S
2080 7988
37
42
41
51
42
43
115
64
67
73
51
65
67
64
61
55
52
62
48
57
63
52
61
54
56
52
67
51
61
49
51
66
72
73
51
44
L
9401
112
105
143
169
166
200
236
224
237
239
238
242
340
273
279
295
193
290
299
310
357
297
331
336
432
329
258
231
319
290
222
308
261
222
296
322
N-S
TOTAL
24590
456
487
471
519
535
625
741
628
639
760
607
781
788
709
706
682
885
664
663
723
826
743
837
745
769
798
692
564
772
633
727
648
600
780
671
716
E-W
TOTAL
33991
568
592
614
688
701
825
977
852
876
999
845
1023
1128
982
985
977
1078
954
962
1033
1183
1040
1168
1081
1201
1127
950
795
1091
923
949
956
861
1002
967
1038
TOTAL
38486
SATURDAY
FAIR
FILE NUMBER: 5
DATE:
DAY:
WEATHER:
East-West Street
DEPTFORD CENTER RD
STREETS:
CIRCLE AVE (ENT. 7)
COUNTY:
GLOUCESTER
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 10:15
10:15 10:30
& 10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
TOTALS
L
STARTING
TIME
PM INTERVAL COUNTS
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1067
11
11
17
17
36
34
15
30
25
24
22
27
25
26
15
17
41
48
22
38
35
39
34
42
27
31
28
36
40
41
48
35
39
35
25
31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
700
5
10
10
6
16
18
21
23
24
27
21
19
16
17
17
26
18
17
14
26
24
21
27
29
37
27
17
14
20
18
24
20
20
18
23
10
1767
16
21
27
23
52
52
36
53
49
51
43
46
41
43
32
43
59
65
36
64
59
60
61
71
64
58
45
50
60
59
72
55
59
53
48
41
CIRCLE AVE (ENT. 7)
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
272
4
12
4
9
3
2
17
4
2
12
11
9
9
8
7
6
0
0
4
2
5
6
7
3
19
16
9
8
5
7
10
5
14
13
10
10
L
6410
133
153
144
154
151
165
176
172
173
191
171
172
166
179
168
205
182
210
207
203
199
197
162
153
225
195
217
191
197
186
154
174
178
190
149
168
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6682
137
165
148
163
154
167
193
176
175
203
182
181
175
187
175
211
182
210
211
205
204
203
169
156
244
211
226
199
202
193
164
179
192
203
159
178
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6316
127
128
155
156
152
162
187
181
186
162
171
175
188
167
182
198
156
183
204
187
184
193
198
186
208
218
210
159
161
154
153
168
179
149
200
189
2991
85
66
69
71
77
82
79
79
97
89
92
97
101
93
93
117
81
80
113
92
87
87
109
67
96
78
63
79
77
72
61
74
66
85
67
70
9307
212
194
224
227
229
244
266
260
283
251
263
272
289
260
275
315
237
263
317
279
271
280
307
253
304
296
273
238
238
226
214
242
245
234
267
259
DEPTFORD CENTER RD
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
1767
16
21
27
23
52
52
36
53
49
51
43
46
41
43
32
43
59
65
36
64
59
60
61
71
64
58
45
50
60
59
72
55
59
53
48
41
N-S
TOTAL
15989
349
359
372
390
383
411
459
436
458
454
445
453
464
447
450
526
419
473
528
484
475
483
476
409
548
507
499
437
440
419
378
421
437
437
426
437
E-W
TOTAL
17756
365
380
399
413
435
463
495
489
507
505
488
499
505
490
482
569
478
538
564
548
534
543
537
480
612
565
544
487
500
478
450
476
496
490
474
478
TOTAL
38486
SATURDAY
FAIR
FILE NUMBER: 6
DATE:
DAY:
WEATHER:
&
East-West Street
MALL SOUTH DR/SHOPPING CENTER ENT
STREETS:
CR 621 ALMONESSON RD
COUNTY:
GLOUCESTER
19
11
25
31
35
35
56
63
43
54
78
60
34
29
88
113
67
155
190
131
122
101
113
99
96
87
88
71
68
28
11
12
17
11
14
25
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
53
78
110
112
129
79
115
139
121
124
108
108
85
111
78
113
118
98
96
122
81
112
91
123
87
80
81
128
105
117
137
134
110
112
108
115
54
53
57
56
70
131
81
84
108
84
121
112
72
133
172
213
129
193
230
215
197
202
214
201
57
67
67
62
58
79
140
73
46
88
76
88
10181
126
142
192
199
234
245
252
286
272
262
307
280
191
273
338
439
314
446
516
468
400
415
418
423
240
234
236
261
231
224
288
219
173
211
198
228
142
120
129
135
167
178
205
151
174
159
181
158
161
175
170
157
194
198
223
163
161
159
155
152
180
192
145
148
171
162
151
136
124
120
124
127
1966 5747
36
44
58
48
58
47
62
58
73
52
70
60
61
50
71
56
81
69
74
45
49
40
34
50
76
60
54
43
63
48
55
47
49
42
39
44
168
4
1
5
6
8
4
1
4
6
1
7
8
12
6
5
2
4
6
4
3
5
4
5
8
1
6
3
3
8
3
6
3
2
5
3
6
7881
182
165
192
189
233
229
268
213
253
212
258
226
234
231
246
215
279
273
301
211
215
203
194
210
257
258
202
194
242
213
212
186
175
167
166
177
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
TOTALS 2269 3818 4083
L
STARTING
TIME
PM INTERVAL COUNTS
474
3
7
10
4
18
12
14
4
17
21
19
9
17
16
14
13
17
24
13
17
16
14
15
5
19
10
17
13
13
20
10
11
19
8
9
6
L
435
4
7
10
8
7
14
16
15
15
22
18
9
18
17
16
13
23
13
6
15
11
14
10
10
9
15
16
6
15
17
9
10
10
5
4
8
1093
7
14
21
15
31
39
35
24
34
47
43
21
36
36
39
36
46
44
24
44
36
33
27
18
31
29
42
23
33
40
27
22
46
17
15
18
13
13
12
12
22
12
14
17
49
37
83
55
43
40
44
37
42
52
46
51
44
65
73
83
32
40
34
61
54
53
64
65
48
45
41
47
24
38
27
43
54
98
80
89
160
80
73
101
87
97
202
226
257
243
246
227
217
199
155
216
122
113
158
228
304
220
156
193
190
217
224
218
5396 1543 5582
22
24
20
35
63
78
98
54
99
78
102
88
87
159
152
178
125
268
250
199
202
173
130
130
105
116
184
100
241
341
121
74
301
322
374
303
12521
59
75
59
90
139
188
192
160
308
195
258
244
217
296
398
441
424
563
542
477
463
437
358
429
259
269
376
389
599
614
341
332
539
584
639
568
18062
308
307
384
388
467
474
520
499
525
474
565
506
425
504
584
654
593
719
817
679
615
618
612
633
497
492
438
455
473
437
500
405
348
378
364
405
3-EASTBOUND
4-WESTBOUND
N-S
R
TOTAL
L
S
R
TOTAL TOTAL
184
0
0
1
3
6
13
5
5
2
4
6
3
1
3
9
10
6
7
5
12
9
5
2
3
3
4
9
4
5
3
8
1
17
4
2
4
S
13614
66
89
80
105
170
227
227
184
342
242
301
265
253
332
437
477
470
607
566
521
499
470
385
447
290
298
418
412
632
654
368
354
585
601
654
586
E-W
TOTAL
31676
374
396
464
493
637
701
747
683
867
716
866
771
678
836
1021
1131
1063
1326
1383
1200
1114
1088
997
1080
787
790
856
867
1105
1091
868
759
933
979
1018
991
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 10:15
10:15 10:30
& 10:30 10:45
10:45 11:00
East-West Street
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
DATE:
38486
2:30 2:45
DAY:
SATURDAY
2:45 3:00
WEATHER:
FAIR
3:00 3:15
3:15 3:30
FILE NUMBER: 7
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STREETS:
COOPER ST
TOTALS
L
COUNTY:
GLOUCESTER
STARTING
TIME
PM INTERVAL COUNTS
5586
140
147
144
155
162
157
149
147
144
158
154
157
166
160
162
167
165
154
160
173
172
168
161
159
154
155
151
157
151
149
142
147
156
151
148
144
522
14
12
12
15
17
19
20
22
17
14
12
13
11
10
12
14
10
11
13
12
10
10
18
17
14
19
16
13
17
15
19
20
16
15
12
11
6108
154
159
156
170
179
176
169
169
161
172
166
170
177
170
174
181
175
165
173
185
182
178
179
176
168
174
167
170
168
164
161
167
172
166
160
155
COOPER ST
1-NORTHBOUND
S
R
TOTAL
109
112
119
121
131
126
121
117
140
144
121
139
145
155
142
149
140
151
156
146
133
140
141
149
139
133
135
121
111
99
103
108
111
112
104
101
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11752
296
306
314
307
328
327
336
339
367
375
359
361
360
380
373
375
354
352
367
351
340
352
369
375
341
315
312
283
280
257
255
278
271
274
265
258
2-SOUTHBOUND
S
R
TOTAL
7128 4624
187
194
195
186
197
201
215
222
227
231
238
222
215
225
231
226
214
201
211
205
207
212
228
226
202
182
177
162
169
158
152
170
160
162
161
157
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
S
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1932
34
36
39
49
55
60
49
55
67
71
67
68
72
77
75
68
70
62
60
63
60
54
57
56
50
49
48
50
41
40
36
31
37
40
42
44
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5898
111
119
117
126
134
121
144
168
181
197
191
188
195
191
202
196
200
167
171
169
151
167
188
167
155
159
151
154
176
180
171
162
158
157
161
153
7830
145
155
156
175
189
181
193
223
248
268
258
256
267
268
277
264
270
229
231
232
211
221
245
223
205
208
199
204
217
220
207
193
195
197
203
197
3-EASTBOUND
4-WESTBOUND
R
TOTAL
L
S
R
TOTAL
17860
450
465
470
477
507
503
505
508
528
547
525
531
537
550
547
556
529
517
540
536
522
530
548
551
509
489
479
453
448
421
416
445
443
440
425
413
N-S
TOTAL
7830
145
155
156
175
189
181
193
223
248
268
258
256
267
268
277
264
270
229
231
232
211
221
245
223
205
208
199
204
217
220
207
193
195
197
203
197
E-W
TOTAL
25690
595
620
626
652
696
684
698
731
776
815
783
787
804
818
824
820
799
746
771
768
733
751
793
774
714
697
678
657
665
641
623
638
638
637
628
610
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 10:15
10:15 10:30
STREETS:
LOCUST GROVE DR/GREENBRIAR CT & 10:30 10:45
10:45 11:00
East-West Street
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
DATE:
38486
2:30 2:45
DAY:
SATURDAY
2:45 3:00
WEATHER:
FAIR
3:00 3:15
3:15 3:30
FILE NUMBER: 8
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
TOTALS
L
COUNTY:
GLOUCESTER
STARTING
TIME
PM INTERVAL COUNTS
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
11
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
2
3
0
0
1
1
1
0
0
0
0
12
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
2
3
0
1
1
1
1
0
0
0
0
3271
75
71
73
162
72
106
111
88
125
125
117
108
71
119
66
123
118
116
79
95
101
111
97
109
87
68
52
53
62
71
69
100
68
71
64
68
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
533
22
27
64
11
21
12
14
19
21
15
17
11
6
19
11
13
11
10
15
8
15
11
9
16
12
9
7
8
7
4
15
19
17
12
10
15
3806
97
98
137
173
93
118
125
107
146
140
134
119
77
138
77
136
129
126
94
103
118
122
106
125
99
77
59
61
69
75
84
119
85
83
74
83
LOCUST GROVE DR/GREENBRIAR CT
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
8
0
0
0
1
0
0
2
2
1
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
8326
136
130
172
350
234
291
276
273
288
243
218
227
220
345
241
265
279
284
271
243
229
307
244
259
254
239
187
197
172
144
188
270
149
168
175
158
18
0
0
0
0
0
1
5
0
2
0
0
0
0
0
0
0
2
2
0
0
0
0
1
0
0
3
0
0
0
0
1
1
0
0
0
0
60
50
56
51
62
57
67
66
66
62
66
61
62
55
47
50
61
64
67
62
65
70
66
58
55
56
68
44
53
64
68
60
48
54
60
58
6697 2139
130
126
116
146
123
162
136
176
140
222
217
202
199
166
141
209
144
266
256
244
240
266
215
215
207
260
184
175
191
138
166
186
148
194
196
195
8854
190
176
172
197
185
220
208
242
208
284
283
263
261
221
188
259
207
332
323
306
305
336
282
273
262
319
252
219
244
202
235
247
196
248
256
253
3-EASTBOUND
4-WESTBOUND
R
TOTAL
L
S
R
TOTAL
111
103
132
255
162
190
183
185
191
162
141
152
135
236
179
166
172
182
185
159
135
231
178
210
191
178
133
148
121
98
142
168
109
119
114
128
S
2534 5784
25
27
40
94
72
101
91
86
96
81
77
75
85
109
62
99
107
101
86
84
94
76
66
49
63
61
54
48
51
46
46
102
40
49
61
30
L
3818
97
98
137
173
94
118
125
107
146
140
134
119
77
138
77
136
129
127
94
103
118
122
107
125
99
79
62
61
70
76
85
120
85
83
74
83
N-S
TOTAL
17180
326
306
344
547
419
511
484
515
496
527
501
490
481
566
429
524
486
616
594
549
534
643
526
532
516
558
439
416
416
346
423
517
345
416
431
411
E-W
TOTAL
20998
423
404
481
720
513
629
609
622
642
667
635
609
558
704
506
660
615
743
688
652
652
765
633
657
615
637
501
477
486
422
508
637
430
499
505
494
TOTAL
38486
SATURDAY
FAIR
FILE NUMBER: 9
DATE:
DAY:
WEATHER:
&
East-West Street
STREETS:
COUNTY:
GLOUCESTER
79
81
71
98
105
80
72
89
92
105
120
89
95
96
73
81
91
86
104
108
112
105
109
119
98
101
89
80
82
74
73
70
76
89
92
95
3279
L
94
87
86
111
101
99
77
84
99
97
123
99
102
98
87
92
101
89
92
98
90
86
95
91
85
82
95
84
75
68
65
60
67
74
78
82
TOTALS 3193
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
2154
36
48
44
64
60
57
79
91
93
60
83
82
84
83
64
62
59
63
54
50
51
64
59
58
42
48
64
56
53
49
50
51
48
45
52
48
8626
209
216
201
273
266
236
228
264
284
262
326
270
281
277
224
235
251
238
250
256
253
255
263
268
225
231
248
220
210
191
188
181
191
208
222
225
3521
75
84
62
67
80
82
117
98
75
79
71
77
106
112
93
92
106
113
130
83
110
140
78
92
125
87
79
114
104
112
116
122
130
104
99
107
3891
92
100
76
96
74
112
122
111
97
91
95
100
99
102
121
106
129
119
151
96
110
110
114
127
145
106
122
91
103
122
121
118
119
93
96
105
412
16
4
14
12
5
14
12
9
11
10
9
9
14
15
17
4
15
11
9
15
11
9
4
7
10
14
10
14
11
10
12
16
18
13
18
10
7824
183
188
152
175
159
208
251
218
183
180
175
186
219
229
231
202
250
243
290
194
231
259
196
226
280
207
211
219
218
244
249
256
267
210
213
222
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
STARTING
TIME
PM INTERVAL COUNTS
738
14
15
21
17
20
18
12
15
21
22
27
31
17
22
18
14
17
16
13
24
19
24
23
27
30
27
24
22
24
24
19
20
22
21
18
20
L
5005
100
85
122
111
123
133
155
143
137
141
155
144
156
134
125
126
156
166
116
120
184
171
149
144
151
127
118
141
137
140
131
148
155
179
138
144
3109
57
66
72
113
66
88
82
83
85
91
93
99
96
95
98
104
99
97
101
83
84
90
85
84
103
66
79
94
86
74
58
66
77
102
102
91
8852
171
166
215
241
209
239
249
241
243
254
275
274
269
251
241
244
272
279
230
227
287
285
257
255
284
220
221
257
247
238
208
234
254
302
258
255
2113
42
54
48
54
49
42
59
63
69
45
68
60
60
62
61
64
67
62
71
59
55
60
58
61
65
75
73
65
56
53
55
51
55
54
57
61
3531
67
63
63
81
88
94
94
95
105
83
103
119
118
116
115
112
109
113
121
119
123
108
111
113
122
117
106
94
83
79
81
79
81
85
88
83
1336
26
22
26
26
41
49
30
33
35
19
33
40
50
46
32
39
41
44
42
45
52
45
48
53
50
51
37
32
29
31
24
26
31
33
39
36
6980
135
139
137
161
178
185
183
191
209
147
204
219
228
224
208
215
217
219
234
223
230
213
217
227
237
243
216
191
168
163
160
156
167
172
184
180
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
16450
392
404
353
448
425
444
479
482
467
442
501
456
500
506
455
437
501
481
540
450
484
514
459
494
505
438
459
439
428
435
437
437
458
418
435
447
N-S
TOTAL
15832
306
305
352
402
387
424
432
432
452
401
479
493
497
475
449
459
489
498
464
450
517
498
474
482
521
463
437
448
415
401
368
390
421
474
442
435
E-W
TOTAL
32282
698
709
705
850
812
868
911
914
919
843
980
949
997
981
904
896
990
979
1004
900
1001
1012
933
976
1026
901
896
887
843
836
805
827
879
892
877
882
TOTAL
38486
SATURDAY
FAIR
FILE NUMBER: 10
DATE:
DAY:
WEATHER:
East-West Street
DEPTFORD CENTER RD/RAMPS TO 55
STREETS:
COUNTY:
GLOUCESTER
28
35
35
38
29
43
43
40
66
61
55
50
55
58
46
45
50
53
70
58
52
56
41
57
71
60
50
63
50
57
59
52
53
44
56
38
10:00 10:15
10:15 10:30
& 10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
TOTALS 1817
L
STARTING
TIME
4111
82
98
78
99
125
121
122
123
123
108
151
91
98
108
98
124
132
126
115
139
109
121
118
143
150
136
107
123
119
108
103
103
125
101
109
75
1760
38
43
46
57
40
48
54
57
61
73
52
26
35
43
35
36
46
67
53
50
56
43
56
47
51
33
55
58
58
50
50
51
51
56
45
40
7688
148
176
159
194
194
212
219
220
250
242
258
167
188
209
179
205
228
246
238
247
217
220
215
247
272
229
212
244
227
215
212
206
229
201
210
153
2266
70
53
44
58
71
40
45
50
110
70
46
66
65
54
55
59
61
45
60
70
73
50
119
47
52
60
62
66
72
59
59
53
69
69
85
79
4014
101
68
77
85
143
60
72
110
216
136
80
105
118
110
121
135
140
110
127
123
137
98
233
65
95
114
113
127
133
100
89
77
146
70
76
104
2331
41
36
29
54
50
37
44
49
109
52
48
56
57
57
61
66
69
66
91
87
96
52
145
76
67
71
65
71
74
81
73
58
79
52
58
54
8611
212
157
150
197
264
137
161
209
435
258
174
227
240
221
237
260
270
221
278
280
306
200
497
188
214
245
240
264
279
240
221
188
294
191
219
237
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
PM INTERVAL COUNTS
3299
115
85
92
93
107
52
67
109
121
82
66
127
122
90
101
117
124
90
90
107
111
93
121
84
105
84
88
101
119
83
91
0
94
43
42
83
L
3109
2122
49
45
60
47
59
47
51
60
60
156
43
56
70
59
65
61
63
63
62
57
72
40
75
47
55
58
40
59
71
47
67
64
69
47
45
33
8530
278
218
228
233
261
162
183
243
273
342
179
282
283
222
247
270
282
226
223
248
267
201
311
229
240
221
214
252
290
208
241
134
270
173
180
216
2404
30
35
57
50
49
60
72
74
68
62
84
69
66
65
68
77
58
78
62
66
82
56
73
85
80
82
64
64
57
75
101
69
83
51
84
48
2893
43
44
51
50
70
73
78
80
62
72
80
86
81
62
62
73
85
77
82
102
120
116
95
94
89
102
121
100
89
85
83
72
78
87
79
70
2464
47
42
83
54
61
67
85
73
75
70
64
84
77
64
63
72
68
72
77
73
67
82
71
60
62
80
88
66
65
60
66
79
65
58
71
53
7761
120
121
191
154
180
200
235
227
205
204
228
239
224
191
193
222
211
227
221
241
269
254
239
239
231
264
273
230
211
220
250
220
226
196
234
171
3-EASTBOUND
4-WESTBOUND
R
TOTAL
L
S
R
TOTAL
114
88
76
93
95
63
65
74
92
104
70
99
91
73
81
92
95
73
71
84
84
68
115
98
80
79
86
92
100
78
83
70
107
83
93
100
S
16299
360
333
309
391
458
349
380
429
685
500
432
394
428
430
416
465
498
467
516
527
523
420
712
435
486
474
452
508
506
455
433
394
523
392
429
390
N-S
TOTAL
16291
398
339
419
387
441
362
418
470
478
546
407
521
507
413
440
492
493
453
444
489
536
455
550
468
471
485
487
482
501
428
491
354
496
369
414
387
E-W
TOTAL
32590
758
672
728
778
899
711
798
899
1163
1046
839
915
935
843
856
957
991
920
960
1016
1059
875
1262
903
957
959
939
990
1007
883
924
748
1019
761
843
777
TOTAL
38486
SATURDAY
FAIR
FILE NUMBER: 10A
DATE:
DAY:
WEATHER:
East-West Street
RAMP TO 55/RAMP FROM 55
STREETS:
ROAD
COUNTY:
GLOUCESTER
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10:00 10:15
10:15 10:30
& 10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
TOTALS
L
STARTING
TIME
PM INTERVAL COUNTS
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ROAD
1-NORTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2-SOUTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
4153
104
108
105
110
100
122
97
124
121
120
128
78
106
112
115
128
121
103
128
110
123
109
127
142
134
129
110
126
118
133
95
124
116
118
103
106
4009
107
103
113
106
112
102
119
114
116
129
121
111
111
114
119
130
120
120
125
104
107
104
115
107
89
107
97
118
92
125
74
122
103
106
106
141
8162
211
211
218
216
212
224
216
238
237
249
249
189
217
226
234
258
241
223
253
214
230
213
242
249
223
236
207
244
210
258
169
246
219
224
209
247
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4628
98
102
111
109
96
96
127
96
120
120
115
101
97
118
126
150
133
126
172
156
180
184
140
137
167
145
163
133
159
128
138
113
117
119
123
113
2494
53
58
64
61
58
71
64
61
57
59
80
46
55
68
71
86
78
60
79
81
71
75
76
87
74
92
95
62
69
80
75
58
87
52
62
69
7122
151
160
175
170
154
167
191
157
177
179
195
147
152
186
197
236
211
186
251
237
251
259
216
224
241
237
258
195
228
208
213
171
204
171
185
182
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N-S
TOTAL
15284
362
371
393
386
366
391
407
395
414
428
444
336
369
412
431
494
452
409
504
451
481
472
458
473
464
473
465
439
438
466
382
417
423
395
394
429
E-W
TOTAL
15284
362
371
393
386
366
391
407
395
414
428
444
336
369
412
431
494
452
409
504
451
481
472
458
473
464
473
465
439
438
466
382
417
423
395
394
429
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 10PM
DATE:
DAY:
WEATHER:
&
East-West Street
STREETS:
COUNTY:
GLOUCESTER
78
81
79
66
74
73
70
73
62
63
72
78
70
73
60
86
73
90
66
71
103
89
68
69
1787
L
27
40
30
38
41
49
51
52
36
38
44
53
43
35
38
45
45
40
35
42
36
35
36
34
TOTALS 963
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
756
39
34
37
28
36
27
22
33
30
19
21
28
38
32
26
32
27
33
36
23
38
31
45
41
3506
144
155
146
132
151
149
143
158
128
120
137
159
151
140
124
163
145
163
137
136
177
155
149
144
68
71
85
99
82
75
63
84
99
106
57
77
87
101
152
72
121
78
113
162
67
119
120
74
52
57
55
52
58
40
52
52
61
60
51
58
57
73
104
53
77
55
88
88
34
77
47
46
1135 2232 1447
40
44
47
50
37
36
45
54
48
48
34
34
43
53
63
38
47
38
63
70
36
60
64
43
4814
160
172
187
201
177
151
160
190
208
214
142
169
187
227
319
163
245
171
264
320
137
256
231
163
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
STARTING
TIME
PM INTERVAL COUNTS
53
61
67
71
78
71
75
64
86
79
65
70
87
95
131
66
83
69
83
115
45
102
71
67
66
71
69
73
72
56
65
73
95
86
83
64
66
99
129
62
88
64
82
122
50
124
71
71
1493 1854 1901
41
52
57
63
50
38
45
50
62
70
45
64
71
82
94
45
72
60
79
93
38
76
76
70
L
5248
160
184
193
207
200
165
185
187
243
235
193
198
224
276
354
173
243
193
244
330
133
302
218
208
57
56
56
63
72
81
91
66
93
60
63
68
82
55
69
84
70
84
64
76
60
82
69
59
60
64
59
54
66
65
64
52
63
40
66
58
46
57
56
47
46
52
50
60
49
49
66
65
1025 1680 1354
62
44
38
40
36
37
35
47
29
44
43
34
34
41
30
38
59
50
37
41
58
48
42
58
4059
179
164
153
157
174
183
190
165
185
144
172
160
162
153
155
169
175
186
151
177
167
179
177
182
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
8320
304
327
333
333
328
300
303
348
336
334
279
328
338
367
443
326
390
334
401
456
314
411
380
307
N-S
TOTAL
9307
339
348
346
364
374
348
375
352
428
379
365
358
386
429
509
342
418
379
395
507
300
481
395
390
E-W
TOTAL
17627
643
675
679
697
702
648
678
700
764
713
644
686
724
796
952
668
808
713
796
963
614
892
775
697
TOTAL
North-South Street
NJ 41 HURFFVILLE RD
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
1AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
COOPER ST
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
177
5
9
4
7
9
9
11
7
8
10
9
11
2
6
8
10
6
8
8
7
9
12
12
9
7:00 7:15
7:15 7:30
& 7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS
L
STARTING
TIME
AM INTERVAL COUNTS
1919
55
59
62
54
67
72
77
81
71
74
69
86
90
70
110
72
88
86
82
85
92
106
107
104
278
12
10
7
7
9
11
8
9
10
10
9
19
16
8
9
14
6
10
14
18
20
17
14
11
2393
72
78
73
68
85
92
96
97
89
94
87
116
108
84
127
96
100
104
104
110
121
135
133
124
440
19
9
11
15
8
10
10
16
15
15
16
12
23
20
14
24
17
18
32
19
25
27
31
34
1394
26
37
46
59
59
55
45
49
41
43
51
54
44
89
42
71
48
80
83
57
71
86
77
81
427
11
11
8
15
13
15
11
24
16
24
17
18
22
25
13
19
15
15
22
10
28
23
25
27
2261
56
57
65
89
80
80
66
89
72
82
84
84
89
134
69
114
80
113
137
86
124
136
133
142
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
476
17
14
10
23
28
18
16
19
23
15
14
24
19
15
22
22
18
13
29
19
24
27
25
22
L
923
32
38
42
58
58
50
31
31
33
23
22
27
42
44
46
39
41
35
34
33
50
34
38
42
207
16
12
3
4
8
11
8
7
7
5
5
6
7
4
8
6
9
8
6
6
7
22
17
15
1606
65
64
55
85
94
79
55
57
63
43
41
57
68
63
76
67
68
56
69
58
81
83
80
79
416
12
11
14
14
17
21
19
22
25
21
29
10
18
22
14
7
11
12
13
11
14
24
26
29
COOPER ST
3-EASTBOUND
S
R
TOTAL
L
1137
450
11
15
17
19
18
15
16
19
17
18
18
17
16
16
12
18
20
23
30
27
25
21
22
20
2003
64
71
80
88
82
79
86
100
88
88
104
68
80
67
63
70
80
82
94
91
91
90
96
101
4-WESTBOUND
R
TOTAL
41
45
49
55
47
43
51
59
46
49
57
41
46
29
37
45
49
47
51
53
52
45
48
52
S
4654
128
135
138
157
165
172
162
186
161
176
171
200
197
218
196
210
180
217
241
196
245
271
266
266
N-S
TOTAL
3609
129
135
135
173
176
158
141
157
151
131
145
125
148
130
139
137
148
138
163
149
172
173
176
180
E-W
TOTAL
8263
257
270
273
330
341
330
303
343
312
307
316
325
345
348
335
347
328
355
404
345
417
444
442
446
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 1PM
DATE:
DAY:
WEATHER:
East-West Street
COOPER ST
STREETS:
NJ 41 HURFFVILLE RD
COUNTY:
GLOUCESTER
&
266
10
4
13
9
8
7
13
6
12
7
10
11
12
11
15
9
8
18
10
12
16
13
18
14
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
TOTALS
L
STARTING
TIME
PM INTERVAL COUNTS
2216
118
93
97
112
75
68
79
92
94
77
84
96
77
92
94
97
94
100
98
103
87
94
97
98
458
12
11
16
18
19
12
15
18
20
23
14
19
25
32
12
24
34
19
23
21
18
15
22
16
2940
140
108
126
139
102
87
107
116
126
107
108
126
114
135
121
130
136
137
131
136
121
122
137
128
817
36
25
36
28
42
51
41
29
45
24
40
25
29
33
31
41
29
35
35
32
36
31
34
29
2312
76
86
88
82
97
125
92
66
102
96
101
92
103
94
95
126
105
96
115
93
108
95
95
84
601
31
23
25
28
33
37
26
21
16
21
34
20
25
12
17
19
25
24
16
25
27
33
36
27
3730
143
134
149
138
172
213
159
116
163
141
175
137
157
139
143
186
159
155
166
150
171
159
165
140
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
468
22
13
17
15
14
11
21
17
31
16
21
12
17
20
21
16
18
18
16
26
23
36
25
22
L
1472
48
38
58
55
47
33
61
49
58
62
64
58
68
55
71
78
89
73
74
50
67
72
75
69
316
11
10
6
9
11
7
13
9
17
12
18
18
7
22
10
15
15
21
18
8
20
14
15
10
2256
81
61
81
79
72
51
95
75
106
90
103
88
92
97
102
109
122
112
108
84
110
122
115
101
COOPER ST
3-EASTBOUND
S
R
TOTAL
644
16
13
17
19
10
7
18
20
31
25
27
35
17
32
33
46
39
35
46
31
30
37
31
29
L
1616
559
17
23
22
22
22
16
24
20
23
21
16
25
43
18
21
18
29
20
23
24
23
31
30
28
2819
80
84
92
82
76
69
96
99
115
112
110
141
136
139
139
146
144
136
146
135
128
146
137
131
4-WESTBOUND
R
TOTAL
47
48
53
41
44
46
54
59
61
66
67
81
76
89
85
82
76
81
77
80
75
78
76
74
S
6670
283
242
275
277
274
300
266
232
289
248
283
263
271
274
264
316
295
292
297
286
292
281
302
268
N-S
TOTAL
5075
161
145
173
161
148
120
191
174
221
202
213
229
228
236
241
255
266
248
254
219
238
268
252
232
E-W
TOTAL
11745
444
387
448
438
422
420
457
406
510
450
496
492
499
510
505
571
561
540
551
505
530
549
554
500
TOTAL
North-South Street
NJ 41 HURFFVILLE RD
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
2AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
DEPTFORD CENTER RD
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
30
31
26
33
30
43
25
42
48
47
25
48
50
52
22
39
31
43
58
55
61
64
68
72
7:00 7:15
7:15 7:30
& 7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS 1043
L
STARTING
TIME
AM INTERVAL COUNTS
1659
79
76
112
109
69
89
88
84
70
69
36
50
75
29
39
45
75
64
63
65
61
69
70
73
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2702
109
107
138
142
99
132
113
126
118
116
61
98
125
81
61
84
106
107
121
120
122
133
138
145
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1340
44
49
46
49
47
44
51
65
41
41
42
47
45
51
51
61
70
64
73
75
69
68
71
76
1552
25
27
38
42
23
36
44
47
43
37
36
52
73
88
41
55
61
73
114
115
121
120
117
124
2892
69
76
84
91
70
80
95
112
84
78
78
99
118
139
92
116
131
137
187
190
190
188
188
200
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
681
21
25
38
32
19
12
13
30
19
24
21
23
30
41
19
33
23
33
35
37
31
38
40
44
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
S
969
12
15
15
20
35
22
30
47
39
27
22
24
41
47
27
55
58
76
49
57
52
61
66
72
1650
33
40
53
52
54
34
43
77
58
51
43
47
71
88
46
88
81
109
84
94
83
99
106
116
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DEPTFORD CENTER RD
3-EASTBOUND
4-WESTBOUND
R
TOTAL
L
S
R
TOTAL
5594
178
183
222
233
169
212
208
238
202
194
139
197
243
220
153
200
237
244
308
310
312
321
326
345
N-S
TOTAL
1650
33
40
53
52
54
34
43
77
58
51
43
47
71
88
46
88
81
109
84
94
83
99
106
116
E-W
TOTAL
7244
211
223
275
285
223
246
251
315
260
245
182
244
314
308
199
288
318
353
392
404
395
420
432
461
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 2PM
DATE:
DAY:
WEATHER:
East-West Street
DEPTFORD CENTER RD
STREETS:
NJ 41 HURFFVILLE RD
COUNTY:
GLOUCESTER
1:00 1:15
1:15 1:30
& 1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STARTING
TIME
63
59
48
69
60
60
73
68
64
72
74
75
69
74
83
60
68
56
59
59
47
68
78
69
L
TOTALS 1575
PM INTERVAL COUNTS
1381
71
63
62
65
47
66
69
73
65
59
50
53
51
56
50
62
62
67
50
37
49
44
54
56
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2956
134
122
110
134
107
126
142
141
129
131
124
128
120
130
133
122
130
123
109
96
96
112
132
125
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2181
78
87
69
112
89
79
81
68
85
91
95
87
86
87
92
106
99
107
107
103
92
90
97
94
2375
94
100
66
102
94
99
85
88
92
106
66
82
67
115
99
119
120
130
112
120
112
101
101
105
4556
172
187
135
214
183
178
166
156
177
197
161
169
153
202
191
225
219
237
219
223
204
191
198
199
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
1215
47
51
50
53
45
52
47
57
45
43
46
52
60
52
46
53
51
43
54
57
55
52
54
50
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1867
69
75
64
87
75
76
69
72
84
80
74
60
98
74
72
84
84
85
93
67
87
67
86
85
3082
116
126
114
140
120
128
116
129
129
123
120
112
158
126
118
137
135
128
147
124
142
119
140
135
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DEPTFORD CENTER RD
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
7512
306
309
245
348
290
304
308
297
306
328
285
297
273
332
324
347
349
360
328
319
300
303
330
324
N-S
TOTAL
3082
116
126
114
140
120
128
116
129
129
123
120
112
158
126
118
137
135
128
147
124
142
119
140
135
E-W
TOTAL
10594
422
435
359
488
410
432
424
426
435
451
405
409
431
458
442
484
484
488
475
443
442
422
470
459
TOTAL
FILE NUMBER:
DATE:
DAY:
WEATHER:
INTERSECTION:
STREETS:
COUNTY:
MUNICIPALITY:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TOTALS 2136 2465
117
98
96
90
109
87
89
109
106
69
102
88
63
100
84
72
100
81
85
99
60
95
59
78
7:00 7:15
North-South Street
7:15 7:30
NJ 41 HURFFVILLE RD
& 7:30 7:45
7:45 8:00
East-West Street
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
38482
11:30 11:45
TUESDAY
11:45 12:00
FAIR
12:00 12:15
12:15 12:30
3AM
12:30 12:45
12:45 1:00
4601
255
268
265
271
307
205
238
230
181
131
175
162
135
173
137
153
182
163
184
192
121
173
141
159
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
123
117
164
178
177
156
146
158
140
99
145
135
85
170
99
189
138
124
175
175
162
188
188
122
1940 3553
39
46
76
65
82
51
83
83
70
82
65
100
60
83
64
88
86
81
107
98
104
108
115
104
5493
162
163
240
243
259
207
229
241
210
181
210
235
145
253
163
277
224
205
282
273
266
296
303
226
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
138
170
169
181
198
118
149
121
75
62
73
74
72
73
53
81
82
82
99
93
61
78
82
81
L
GLOUCESTER
DEPTFORD
STARTING
TIME
AM INTERVAL COUNTS
2377
75
98
135
124
142
91
108
102
89
74
66
75
64
80
61
73
88
118
99
111
112
130
134
128
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
477
21
16
12
10
21
14
14
19
13
15
18
15
13
20
21
11
23
17
23
37
28
28
41
27
2854
96
114
147
134
163
105
122
121
102
89
84
90
77
100
82
84
111
135
122
148
140
158
175
155
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
10094
417
431
505
514
566
412
467
471
391
312
385
397
280
426
300
430
406
368
466
465
387
469
444
385
N-S
TOTAL
2854
96
114
147
134
163
105
122
121
102
89
84
90
77
100
82
84
111
135
122
148
140
158
175
155
E-W
TOTAL
12948
513
545
652
648
729
517
589
592
493
401
469
487
357
526
382
514
517
503
588
613
527
627
619
540
TOTAL
North-South Street
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
4AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
68
2
0
3
3
0
1
3
2
3
1
0
0
4
1
0
2
4
4
5
7
2
10
6
7
7:00 7:15
7:15 7:30
& 7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS
L
STARTING
TIME
AM INTERVAL COUNTS
143
3
1
2
1
0
1
1
4
4
3
7
3
5
3
4
12
9
10
8
12
12
12
13
13
990
37
72
81
89
97
52
28
29
26
17
15
12
24
20
23
29
33
35
38
35
39
52
48
59
1203
42
73
86
93
97
54
32
35
33
21
22
15
33
24
27
43
46
49
51
54
53
74
67
79
329
1
2
3
3
1
0
2
5
11
9
8
12
14
17
15
15
20
31
19
38
20
30
25
28
97
1
0
1
0
1
0
1
1
2
1
3
4
8
8
9
9
3
8
1
11
5
5
8
7
321
2
1
0
2
5
2
5
2
5
8
12
9
16
14
18
19
21
18
22
35
23
33
27
22
747
4
3
4
5
7
2
8
8
18
18
23
25
38
39
42
43
44
57
42
84
48
68
60
57
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
484
3
5
2
6
5
4
12
15
13
20
23
21
22
20
21
26
28
30
41
38
38
33
31
27
L
4094
201
217
264
244
208
217
195
191
168
142
139
121
112
114
110
116
133
144
163
165
177
198
181
174
18
0
1
1
0
1
0
1
0
2
1
1
0
0
1
1
0
0
2
1
2
2
0
0
1
4596
204
223
267
250
214
221
208
206
183
163
163
142
134
135
132
142
161
176
205
205
217
231
212
202
839
8
5
13
19
8
15
24
32
20
34
33
43
51
30
55
38
44
47
50
40
61
46
65
58
2895
81
95
118
114
112
132
132
136
98
92
113
84
135
100
106
113
137
154
163
134
157
152
120
117
449
5
4
6
5
6
4
8
16
13
14
21
18
18
20
22
18
22
29
37
31
28
36
40
28
4183
94
104
137
138
126
151
164
184
131
140
167
145
204
150
183
169
203
230
250
205
246
234
225
203
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
1950
46
76
90
98
104
56
40
43
51
39
45
40
71
63
69
86
90
106
93
138
101
142
127
136
N-S
TOTAL
8779
298
327
404
388
340
372
372
390
314
303
330
287
338
285
315
311
364
406
455
410
463
465
437
405
E-W
TOTAL
10729
344
403
494
486
444
428
412
433
365
342
375
327
409
348
384
397
454
512
548
548
564
607
564
541
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 3PM
DATE:
DAY:
WEATHER:
East-West Street
STREETS:
NJ 41 HURFFVILLE RD
COUNTY:
GLOUCESTER
1:00 1:15
1:15 1:30
& 1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STARTING
TIME
68
77
76
76
95
67
85
68
83
77
79
71
65
50
64
57
51
61
54
44
45
56
63
61
L
TOTALS 1593
PM INTERVAL COUNTS
2149
81
84
76
88
86
72
94
81
104
98
101
100
104
99
93
86
90
104
100
98
85
75
73
77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3742
149
161
152
164
181
139
179
149
187
175
180
171
169
149
157
143
141
165
154
142
130
131
136
138
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2183
65
71
69
77
60
63
62
84
74
82
90
93
94
109
107
113
117
97
115
112
115
91
114
109
3282
118
114
116
125
102
124
118
121
125
131
121
127
124
136
148
151
150
168
173
171
162
140
162
155
5465
183
185
185
202
162
187
180
205
199
213
211
220
218
245
255
264
267
265
288
283
277
231
276
264
NJ 41 HURFFVILLE RD
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
2938
101
98
96
109
109
127
123
127
127
130
135
139
142
122
126
134
148
157
144
127
115
94
109
99
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
595
27
31
33
23
17
36
17
21
29
31
27
25
19
25
25
22
18
32
25
23
25
18
22
24
3533
128
129
129
132
126
163
140
148
156
161
162
164
161
147
151
156
166
189
169
150
140
112
131
123
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
9207
332
346
337
366
343
326
359
354
386
388
391
391
387
394
412
407
408
430
442
425
407
362
412
402
N-S
TOTAL
3533
128
129
129
132
126
163
140
148
156
161
162
164
161
147
151
156
166
189
169
150
140
112
131
123
E-W
TOTAL
12740
460
475
466
498
469
489
499
502
542
549
553
555
548
541
563
563
574
619
611
575
547
474
543
525
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 4PM
DATE:
DAY:
WEATHER:
East-West Street
STREETS:
COUNTY:
GLOUCESTER
1:00 1:15
1:15 1:30
& 1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STARTING
TIME
TOTALS
PM INTERVAL COUNTS
78
5
5
1
11
7
3
4
5
5
4
5
4
5
7
5
7
3
2
7
4
7
3
3
4
L
237
13
6
13
10
12
15
10
12
6
7
15
10
9
7
7
6
6
13
10
11
12
6
11
10
1543
66
58
52
49
54
69
76
79
79
73
57
60
67
74
87
47
57
60
57
65
66
45
66
80
1896
84
69
66
70
73
87
90
96
90
84
77
74
81
88
99
60
66
75
74
80
85
54
80
94
665
26
26
42
25
38
34
24
33
27
18
17
35
29
27
31
20
33
26
34
26
22
19
26
27
227
9
14
13
8
4
13
10
7
10
7
13
11
8
7
7
5
6
7
18
10
11
11
9
9
615
23
47
25
31
34
27
17
19
30
26
26
25
13
15
18
20
34
23
28
22
26
22
38
26
1507
58
87
80
64
76
74
51
59
67
51
56
71
50
49
56
45
73
56
80
58
59
52
73
62
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
873
25
32
44
33
39
26
27
31
29
34
39
39
39
44
41
39
45
49
32
33
29
49
40
35
L
5047
165
166
196
210
180
178
234
197
200
226
234
213
218
220
222
219
256
255
221
217
244
197
190
189
16
0
0
0
2
1
1
1
0
0
1
0
0
0
0
1
3
0
1
1
1
0
0
3
0
5936
190
198
240
245
220
205
262
228
229
261
273
252
257
264
264
261
301
305
254
251
273
246
233
224
153
133
126
137
156
165
133
160
132
160
153
148
141
136
186
127
165
168
168
171
173
152
180
144
1365 3667
70
68
58
58
44
33
67
45
47
67
47
66
57
54
69
44
58
59
61
68
52
51
65
57
605
36
31
34
19
20
24
22
21
19
27
24
27
28
24
24
16
14
41
27
23
27
32
26
19
5637
259
232
218
214
220
222
222
226
198
254
224
241
226
214
279
187
237
268
256
262
252
235
271
220
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
3403
142
156
146
134
149
161
141
155
157
135
133
145
131
137
155
105
139
131
154
138
144
106
153
156
N-S
TOTAL
11573
449
430
458
459
440
427
484
454
427
515
497
493
483
478
543
448
538
573
510
513
525
481
504
444
E-W
TOTAL
14976
591
586
604
593
589
588
625
609
584
650
630
638
614
615
698
553
677
704
664
651
669
587
657
600
TOTAL
North-South Street
CIRCLE AVE (ENT. 7)
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
5AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
DEPTFORD CENTER RD
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
&
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 7:15
7:15 7:30
7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS
L
STARTING
TIME
AM INTERVAL COUNTS
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
241
3
2
1
3
9
6
4
3
4
5
7
8
10
12
9
20
17
19
10
15
20
18
17
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
100
3
2
0
0
2
2
3
1
0
2
1
1
3
5
9
3
4
4
3
12
9
11
9
11
341
6
4
1
3
11
8
7
4
4
7
8
9
13
17
18
23
21
23
13
27
29
29
26
30
CIRCLE AVE (ENT. 7)
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
378
23
54
45
59
48
35
13
17
5
5
3
4
5
5
6
6
3
4
7
5
8
6
5
7
L
2364
59
70
74
75
98
75
73
89
96
78
98
91
99
101
108
96
113
115
115
110
133
140
137
121
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2742
82
124
119
134
146
110
86
106
101
83
101
95
104
106
114
102
116
119
122
115
141
146
142
128
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2100
51
40
50
42
53
46
42
70
61
55
65
106
114
111
123
100
111
117
120
131
141
127
117
107
816
7
31
17
25
17
12
14
33
20
37
24
36
47
58
55
38
47
34
30
41
46
50
47
50
2916
58
71
67
67
70
58
56
103
81
92
89
142
161
169
178
138
158
151
150
172
187
177
164
157
DEPTFORD CENTER RD
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
341
6
4
1
3
11
8
7
4
4
7
8
9
13
17
18
23
21
23
13
27
29
29
26
30
N-S
TOTAL
5658
140
195
186
201
216
168
142
209
182
175
190
237
265
275
292
240
274
270
272
287
328
323
306
285
E-W
TOTAL
5999
146
199
187
204
227
176
149
213
186
182
198
246
278
292
310
263
295
293
285
314
357
352
332
315
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 5PM
DATE:
DAY:
WEATHER:
East-West Street
DEPTFORD CENTER RD
STREETS:
CIRCLE AVE (ENT. 7)
COUNTY:
GLOUCESTER
1:00 1:15
1:15 1:30
& 1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STARTING
TIME
TOTALS
PM INTERVAL COUNTS
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
475
19
20
19
23
16
25
20
14
22
21
25
6
14
19
12
15
18
26
21
30
24
22
20
24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
302
14
8
8
6
15
12
14
7
6
10
8
17
15
16
20
10
12
21
12
15
15
17
12
12
777
33
28
27
29
31
37
34
21
28
31
33
23
29
35
32
25
30
47
33
45
39
39
32
36
CIRCLE AVE (ENT. 7)
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
116
4
5
2
6
3
10
5
4
6
2
3
4
3
2
2
3
3
2
7
4
8
9
11
8
L
3385
112
148
125
144
142
159
153
127
115
116
146
145
140
132
128
143
157
152
144
142
152
141
157
165
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3501
116
153
127
150
145
169
158
131
121
118
149
149
143
134
130
146
160
154
151
146
160
150
168
173
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2941
90
99
96
121
109
124
119
127
127
114
140
89
117
127
135
137
133
146
155
161
122
111
119
123
1181
48
39
35
50
44
36
41
54
52
48
55
44
51
46
53
55
51
52
56
63
49
49
51
59
4122
138
138
131
171
153
160
160
181
179
162
195
133
168
173
188
192
184
198
211
224
171
160
170
182
DEPTFORD CENTER RD
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
777
33
28
27
29
31
37
34
21
28
31
33
23
29
35
32
25
30
47
33
45
39
39
32
36
N-S
TOTAL
7623
254
291
258
321
298
329
318
312
300
280
344
282
311
307
318
338
344
352
362
370
331
310
338
355
E-W
TOTAL
8400
287
319
285
350
329
366
352
333
328
311
377
305
340
342
350
363
374
399
395
415
370
349
370
391
TOTAL
North-South Street
INTERSECTION:
STREETS:
&
38482
TUESDAY
FAIR
6AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
MALL SOUTH DR/SHOPPING CENTER ENTRANCE
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
275
348
337
287
319
155
152
188
156
192
187
142
112
109
98
110
101
168
161
227
294
226
283
313
4940
2
0
0
0
0
0
2
7
2
1
5
5
16
14
6
7
11
2
8
3
9
12
11
10
TOTALS 132
7:00 7:15
7:15 7:30
7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
505
0
0
2
0
1
0
12
13
19
29
20
20
29
27
32
37
26
22
33
21
36
23
36
67
5578
277
348
339
287
320
155
166
208
177
222
212
167
157
150
136
154
138
192
202
251
339
261
330
390
413
5
4
5
7
6
4
8
10
14
14
12
22
29
18
12
19
16
19
21
27
38
26
34
43
2252
58
54
60
65
56
41
68
66
93
77
90
85
98
93
93
89
83
99
101
137
155
151
141
199
26
0
0
1
2
1
0
1
1
0
1
1
4
1
1
1
0
0
0
1
1
3
2
2
2
2691
63
58
66
74
63
45
77
77
107
92
103
111
128
112
106
108
99
118
123
165
196
179
177
244
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
L
STARTING
TIME
AM INTERVAL COUNTS
79
0
0
0
0
0
0
0
0
1
3
3
3
4
4
3
3
4
4
7
8
12
5
5
10
L
24
0
0
0
1
0
0
0
0
1
0
2
0
0
0
0
0
0
0
2
3
4
4
2
5
S
62
0
0
0
0
0
0
0
0
0
1
1
0
4
0
2
2
2
1
5
4
6
10
13
11
165
0
0
0
1
0
0
0
0
2
4
6
3
8
4
5
5
6
5
14
15
22
19
20
26
311
5
4
5
7
5
6
3
0
2
8
10
6
16
14
15
10
17
14
34
22
26
24
25
33
52
0
0
1
0
0
0
0
1
0
2
1
4
5
4
1
1
1
3
6
4
4
2
1
11
392
5
1
6
1
9
2
3
3
9
12
15
18
16
12
19
16
15
20
23
16
37
63
21
50
755
10
5
12
8
14
8
6
4
11
22
26
28
37
30
35
27
33
37
63
42
67
89
47
94
8269
340
406
405
361
383
200
243
285
284
314
315
278
285
262
242
262
237
310
325
416
535
440
507
634
920
10
5
12
9
14
8
6
4
13
26
32
31
45
34
40
32
39
42
77
57
89
108
67
120
MALL SOUTH DR/SHOPPING CENTER ENTRANCE
3-EASTBOUND
4-WESTBOUND
N-S
E-W
R
TOTAL
L
S
R
TOTAL TOTAL TOTAL
9189
350
411
417
370
397
208
249
289
297
340
347
309
330
296
282
294
276
352
402
473
624
548
574
754
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 6PM
DATE:
DAY:
WEATHER:
&
East-West Street
STREETS:
COUNTY:
GLOUCESTER
15
17
22
19
18
11
8
7
26
7
39
29
5
20
20
12
24
2
9
13
18
19
10
11
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
TOTALS 376
L
STARTING
TIME
PM INTERVAL COUNTS
57
55
51
44
36
36
26
15
39
61
55
57
43
65
48
44
85
51
31
75
30
60
63
53
6036 1180
287
254
237
192
180
189
146
165
305
227
235
246
256
202
320
361
228
226
247
259
297
285
348
344
7597
359
326
310
255
234
236
180
187
370
295
329
332
304
287
388
417
337
279
287
347
345
364
421
408
804
26
40
32
26
29
21
20
23
24
19
32
39
38
42
33
37
38
53
47
50
37
35
32
31
3964
137
144
168
151
137
115
150
136
142
159
144
188
186
170
154
192
207
201
197
183
187
178
170
168
82
2
4
4
2
4
3
2
3
4
4
8
5
1
2
6
4
5
4
6
2
1
2
1
3
4850
165
188
204
179
170
139
172
162
170
182
184
232
225
214
193
233
250
258
250
235
225
215
203
202
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
172
4
4
5
4
6
12
6
7
6
8
5
6
12
12
11
13
9
6
4
4
9
7
6
6
L
43
1
2
1
4
1
0
2
2
1
2
2
2
4
0
0
5
5
1
1
0
3
2
1
1
268
3
8
7
20
10
9
12
9
6
7
13
11
12
14
12
5
10
11
12
24
17
14
12
10
483
8
14
13
28
17
21
20
18
13
17
20
19
28
26
23
23
24
18
17
28
29
23
19
17
1044
35
41
37
35
39
37
34
27
49
45
31
30
39
28
24
43
52
37
34
87
49
63
84
64
113
2
1
1
3
7
3
4
6
8
6
2
4
9
3
13
6
9
0
0
1
2
13
4
6
1099
47
49
41
38
31
24
15
33
49
45
27
31
23
54
44
37
28
28
62
71
40
113
87
82
2256
84
91
79
76
77
64
53
66
106
96
60
65
71
85
81
86
89
65
96
159
91
189
175
152
12447
524
514
514
434
404
375
352
349
540
477
513
564
529
501
581
650
587
537
537
582
570
579
624
610
3-EASTBOUND
4-WESTBOUND
N-S
S
R
TOTAL
L
S
R
TOTAL TOTAL
2739
92
105
92
104
94
85
73
84
119
113
80
84
99
111
104
109
113
83
113
187
120
212
194
169
E-W
TOTAL
15186
616
619
606
538
498
460
425
433
659
590
593
648
628
612
685
759
700
620
650
769
690
791
818
779
TOTAL
North-South Street
COOPER ST
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
7AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 7:15
7:15 7:30
& 7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS
L
STARTING
TIME
AM INTERVAL COUNTS
4126
270
230
126
146
270
241
222
155
93
148
53
105
43
117
186
194
237
178
176
170
180
194
197
195
292
13
11
8
7
10
8
8
16
10
39
4
8
6
11
12
8
18
10
17
15
23
12
10
8
4418
283
241
134
153
280
249
230
171
103
187
57
113
49
128
198
202
255
188
193
185
203
206
207
203
3982
73
72
70
81
129
142
104
119
107
148
96
136
86
152
211
167
301
176
235
200
383
309
257
228
COOPER ST
1-NORTHBOUND
S
R
TOTAL
L
4041
171
109
115
104
169
186
192
228
92
84
94
91
47
159
318
275
242
204
160
150
190
198
221
242
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8023
244
181
185
185
298
328
296
347
199
232
190
227
133
311
529
442
543
380
395
350
573
507
478
470
2-SOUTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
728
14
16
17
28
9
19
25
9
12
9
12
14
17
25
49
41
28
40
77
26
83
73
77
8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2413
37
38
29
33
90
88
94
73
58
39
55
59
29
74
113
118
229
159
166
165
181
190
164
132
3141
51
54
46
61
99
107
119
82
70
48
67
73
46
99
162
159
257
199
243
191
264
263
241
140
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
12441
527
422
319
338
578
577
526
518
302
419
247
340
182
439
727
644
798
568
588
535
776
713
685
673
N-S
TOTAL
3141
51
54
46
61
99
107
119
82
70
48
67
73
46
99
162
159
257
199
243
191
264
263
241
140
E-W
TOTAL
15582
578
476
365
399
677
684
645
600
372
467
314
413
228
538
889
803
1055
767
831
726
1040
976
926
813
TOTAL
1:00 1:15
1:15 1:30
STREETS:
COOPER ST
& 1:30 1:45
1:45 2:00
East-West Street
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
DATE:
38482
5:30 5:45
DAY:
TUESDAY
5:45 6:00
WEATHER:
FAIR
6:00 6:15
6:15 6:30
FILE NUMBER: 7PM
6:30 6:45
6:45 7:00
COUNTY:
GLOUCESTER
STARTING
TIME
TOTALS
PM INTERVAL COUNTS
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
3683
106
125
137
140
134
131
144
149
157
162
171
188
202
216
227
231
207
151
129
112
117
115
112
120
331
10
10
14
16
15
12
11
10
14
12
11
9
15
17
21
24
19
16
15
12
14
13
11
10
4014
116
135
151
156
149
143
155
159
171
174
182
197
217
233
248
255
226
167
144
124
131
128
123
130
COOPER ST
1-NORTHBOUND
S
R
TOTAL
151
121
113
115
117
128
139
144
158
151
154
141
138
133
149
133
126
118
100
100
112
117
121
114
4032 3093
112
137
155
159
162
166
161
165
170
178
176
198
211
217
223
207
174
167
152
155
149
144
146
148
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7125
263
258
268
274
279
294
300
309
328
329
330
339
349
350
372
340
300
285
252
255
261
261
267
262
2-SOUTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1054
76
61
52
31
39
36
37
42
47
42
51
46
54
55
56
50
47
31
30
36
31
38
32
34
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3721
141
123
114
143
134
162
159
157
190
196
202
191
209
188
187
181
151
135
126
131
124
121
126
130
4775
217
184
166
174
173
198
196
199
237
238
253
237
263
243
243
231
198
166
156
167
155
159
158
164
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
11139
379
393
419
430
428
437
455
468
499
503
512
536
566
583
620
595
526
452
396
379
392
389
390
392
N-S
TOTAL
4775
217
184
166
174
173
198
196
199
237
238
253
237
263
243
243
231
198
166
156
167
155
159
158
164
E-W
TOTAL
15914
596
577
585
604
601
635
651
667
736
741
765
773
829
826
863
826
724
618
552
546
547
548
548
556
TOTAL
North-South Street
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
8AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 7:15
7:15 7:30
& 7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS
L
STARTING
TIME
AM INTERVAL COUNTS
9
2
1
0
0
1
0
0
0
0
0
4
0
0
0
0
0
0
0
0
0
0
0
0
1
3
0
0
0
0
0
0
1
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
13
2
1
0
0
1
0
1
0
1
1
5
0
0
0
0
0
0
0
0
0
0
0
0
1
1153
31
27
33
48
32
44
39
50
49
50
16
53
52
38
44
47
52
49
63
58
56
70
66
86
4
1
0
0
0
0
0
0
1
0
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
220
12
9
12
21
6
10
10
13
12
4
5
7
6
8
7
7
9
10
8
1
15
12
9
7
1377
44
36
45
69
38
54
49
64
61
54
21
60
58
47
51
54
61
59
71
59
71
82
76
93
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
951
14
20
37
42
15
34
35
40
41
43
28
39
45
35
39
45
40
48
48
44
57
67
55
40
L
2168
60
94
86
88
67
85
115
80
93
84
43
83
93
75
84
95
91
98
97
102
120
109
121
105
4
2
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
3123
76
114
123
130
83
119
150
120
134
127
71
122
138
110
123
140
131
146
145
146
177
176
177
145
3
0
0
0
0
0
0
0
0
0
1
0
0
1
1
0
0
0
0
0
0
0
0
0
0
11
26
35
62
36
38
50
38
41
39
28
49
56
64
66
64
77
82
79
77
80
82
84
82
2885 1346
61
61
69
87
81
90
79
95
75
90
63
102
131
149
158
174
158
155
191
141
137
148
228
162
4234
72
87
104
149
117
128
129
133
116
130
91
151
188
214
224
238
235
237
270
218
217
230
312
244
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
1390
46
37
45
69
39
54
50
64
62
55
26
60
58
47
51
54
61
59
71
59
71
82
76
94
N-S
TOTAL
7357
148
201
227
279
200
247
279
253
250
257
162
273
326
324
347
378
366
383
415
364
394
406
489
389
E-W
TOTAL
8747
194
238
272
348
239
301
329
317
312
312
188
333
384
371
398
432
427
442
486
423
465
488
565
483
TOTAL
1:00 1:15
1:15 1:30
STREETS:
LOCUST GROVE DR/GREENBRIAR CT & 1:30 1:45
1:45 2:00
East-West Street
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
DATE:
38482
5:30 5:45
DAY:
TUESDAY
5:45 6:00
WEATHER:
FAIR
6:00 6:15
6:15 6:30
FILE NUMBER: 8PM
6:30 6:45
6:45 7:00
COUNTY:
GLOUCESTER
STARTING
TIME
TOTALS
PM INTERVAL COUNTS
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
1
0
0
1
0
0
0
0
1
0
0
0
0
0
1
1
2
1
0
0
0
1
1
0
11
1
0
0
1
0
0
0
0
1
1
0
0
0
0
1
1
2
1
0
0
0
1
1
0
1616
81
77
70
66
68
55
58
67
59
82
62
85
58
78
73
61
60
66
63
62
81
49
58
77
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
248
6
8
8
9
16
6
7
12
5
16
10
9
14
8
11
11
15
10
8
19
9
7
10
14
1865
87
85
78
75
84
61
65
79
64
99
72
94
72
86
84
72
75
76
71
81
90
56
68
91
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
101
107
97
89
110
104
90
107
111
82
126
131
117
135
132
128
127
138
114
119
138
117
129
95
1192 2744
49
44
50
52
48
52
43
55
37
32
68
49
52
60
60
47
52
42
46
55
63
41
45
50
L
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3937
150
151
147
142
158
156
133
162
148
114
194
180
169
195
192
175
179
180
160
174
201
158
174
145
11
0
0
0
0
0
3
0
0
0
0
0
1
0
0
3
0
0
2
0
0
1
0
1
0
77
75
69
67
73
66
90
57
75
57
60
54
53
51
53
61
56
56
59
58
52
58
55
58
3628 1490
157
161
154
149
176
177
192
148
136
152
128
124
146
150
148
139
168
148
153
150
163
125
147
137
5129
234
236
223
216
249
246
282
205
211
209
188
179
199
201
204
200
224
206
212
208
216
183
203
195
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
1876
88
85
78
76
84
61
65
79
65
100
72
94
72
86
85
73
77
77
71
81
90
57
69
91
N-S
TOTAL
9066
384
387
370
358
407
402
415
367
359
323
382
359
368
396
396
375
403
386
372
382
417
341
377
340
E-W
TOTAL
10942
472
472
448
434
491
463
480
446
424
423
454
453
440
482
481
448
480
463
443
463
507
398
446
431
TOTAL
FILE NUMBER:
DATE:
DAY:
WEATHER:
INTERSECTION:
STREETS:
COUNTY:
MUNICIPALITY:
38
27
12
17
20
23
57
94
28
46
10
15
29
29
19
35
33
32
51
53
40
34
50
34
826
TOTALS 1578 3728
9
11
27
28
9
39
27
12
95
37
50
52
61
50
40
55
51
42
46
402
120
103
124
97
7:00 7:15
North-South Street
7:15 7:30
& 7:30 7:45
7:45 8:00
East-West Street
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
38482
11:30 11:45
TUESDAY
11:45 12:00
FAIR
12:00 12:15
12:15 12:30
9AM
12:30 12:45
12:45 1:00
6141
266
303
286
330
211
358
398
499
278
182
150
113
157
165
134
173
155
143
198
570
254
260
302
256
1250
37
46
59
71
54
61
40
51
57
52
43
35
41
50
32
41
47
50
51
73
54
71
69
65
899
14
15
31
31
20
21
21
33
38
33
45
44
53
40
51
40
44
47
49
38
57
42
45
47
165
0
0
0
4
2
3
6
8
2
7
7
12
5
12
4
5
8
11
15
12
14
10
7
11
2314
51
61
90
106
76
85
67
92
97
92
95
91
99
102
87
86
99
108
115
123
125
123
121
123
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
219
265
247
285
182
296
314
393
155
99
90
46
67
86
75
83
71
69
101
115
94
123
128
125
L
GLOUCESTER
DEPTFORD
STARTING
TIME
AM INTERVAL COUNTS
230
4
2
2
10
10
3
4
7
6
5
5
6
8
7
8
11
11
14
13
10
25
25
21
13
L
2239
80
90
105
97
92
92
103
96
87
98
96
74
85
79
92
79
84
88
90
95
120
97
119
101
897
0
3
9
12
19
5
34
23
19
7
28
43
48
62
50
46
50
57
61
55
72
71
68
55
3366
84
95
116
119
121
100
141
126
112
110
129
123
141
148
150
136
145
159
164
160
217
193
208
169
558
3
4
0
3
12
2
12
24
16
31
19
23
25
40
13
27
26
21
29
30
55
44
52
47
2564
32
78
78
91
111
105
141
191
80
94
90
132
90
87
79
113
99
109
89
163
74
112
175
151
819
34
64
71
20
43
74
81
95
22
14
20
14
14
22
14
15
33
16
9
35
32
33
28
16
3941
69
146
149
114
166
181
234
310
118
139
129
169
129
149
106
155
158
146
127
228
161
189
255
214
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
8455
317
364
376
436
287
443
465
591
375
274
245
204
256
267
221
259
254
251
313
693
379
383
423
379
N-S
TOTAL
7307
153
241
265
233
287
281
375
436
230
249
258
292
270
297
256
291
303
305
291
388
378
382
463
383
E-W
TOTAL
15762
470
605
641
669
574
724
840
1027
605
523
503
496
526
564
477
550
557
556
604
1081
757
765
886
762
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 9PM
DATE:
DAY:
WEATHER:
East-West Street
STREETS:
COUNTY:
GLOUCESTER
1:00 1:15
1:15 1:30
& 1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STARTING
TIME
10
10
17
11
9
7
9
11
21
15
23
20
17
11
12
14
17
20
16
14
12
11
14
10
L
TOTALS 331
PM INTERVAL COUNTS
30
33
56
56
51
54
52
51
45
55
72
51
58
52
54
55
58
53
50
46
41
38
35
33
2680 1179
105
102
96
92
90
91
87
83
94
122
120
91
93
117
120
131
138
144
140
136
128
122
117
121
4190
145
145
169
159
150
152
148
145
160
192
215
162
168
180
186
200
213
217
206
196
181
171
166
164
52
50
56
45
51
54
60
64
48
53
49
88
81
88
95
114
108
109
142
138
104
62
101
86
1972 1898
58
54
50
72
77
74
75
75
66
75
73
97
94
96
92
116
106
124
127
80
96
67
62
66
144
6
8
9
6
7
8
7
6
4
3
13
10
7
5
9
8
2
2
5
3
2
2
7
5
4014
116
112
115
123
135
136
142
145
118
131
135
195
182
189
196
238
216
235
274
221
202
131
170
157
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
396
22
12
23
14
17
15
15
12
18
14
18
10
12
15
20
20
21
17
23
16
18
19
11
14
L
2437
109
119
87
103
100
105
101
101
103
99
111
90
91
93
104
98
103
126
95
107
89
123
90
90
973
73
65
48
62
57
48
41
43
37
27
24
45
48
46
26
24
16
23
15
26
43
30
58
48
3806
204
196
158
179
174
168
157
156
158
140
153
145
151
154
150
142
140
166
133
149
150
172
159
152
55
51
54
66
68
70
65
59
47
57
87
81
74
108
111
106
110
119
115
111
103
92
91
87
46
45
49
44
42
43
44
47
33
43
44
31
59
39
42
45
43
47
45
44
37
33
35
35
2131 1987 1015
94
90
80
89
86
88
85
80
72
67
75
107
83
102
97
99
102
105
107
101
88
80
75
79
5133
195
186
183
199
196
201
194
186
152
167
206
219
216
249
250
250
255
271
267
256
228
205
201
201
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
8204
261
257
284
282
285
288
290
290
278
323
350
357
350
369
382
438
429
452
480
417
383
302
336
321
N-S
TOTAL
8939
399
382
341
378
370
369
351
342
310
307
359
364
367
403
400
392
395
437
400
405
378
377
360
353
E-W
TOTAL
17143
660
639
625
660
655
657
641
632
588
630
709
721
717
772
782
830
824
889
880
822
761
679
696
674
TOTAL
North-South Street
ROAD
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
10A AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7:00 7:15
7:15 7:30
& 7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS
L
STARTING
TIME
AM INTERVAL COUNTS
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ROAD
1-NORTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2-SOUTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
1405
48
52
45
50
69
59
45
60
40
41
37
27
49
51
58
62
59
69
60
81
93
66
74
110
698
12
14
13
11
7
9
11
20
13
23
23
27
27
25
27
29
53
54
44
50
51
44
48
63
2103
60
66
58
61
76
68
56
80
53
64
60
54
76
76
85
91
112
123
104
131
144
110
122
173
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1522
33
31
38
46
42
37
40
62
47
48
60
60
60
65
71
80
61
79
76
74
105
98
111
98
3638
287
303
284
293
296
247
181
149
185
91
92
121
100
97
99
102
81
83
93
85
83
90
105
91
5160
320
334
322
339
338
284
221
211
232
139
152
181
160
162
170
182
142
162
169
159
188
188
216
189
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N-S
TOTAL
7263
380
400
380
400
414
352
277
291
285
203
212
235
236
238
255
273
254
285
273
290
332
298
338
362
E-W
TOTAL
7263
380
400
380
400
414
352
277
291
285
203
212
235
236
238
255
273
254
285
273
290
332
298
338
362
TOTAL
North-South Street
INTERSECTION:
STREETS:
38482
TUESDAY
FAIR
10AM
DATE:
DAY:
WEATHER:
FILE NUMBER:
East-West Street
GLOUCESTER
DEPTFORD
COUNTY:
MUNICIPALITY:
8
8
10
9
11
6
8
7
10
11
18
23
27
14
28
30
13
34
30
20
28
32
18
32
7:00 7:15
7:15 7:30
& 7:30 7:45
7:45 8:00
8:00 8:15
8:15 8:30
8:30 8:45
8:45 9:00
9:00 9:15
9:15 9:30
9:30 9:45
9:45 10:00
10:00 10:15
10:15 10:30
10:30 10:45
10:45 11:00
11:00 11:15
11:15 11:30
11:30 11:45
11:45 12:00
12:00 12:15
12:15 12:30
12:30 12:45
12:45 1:00
TOTALS 406
L
STARTING
TIME
AM INTERVAL COUNTS
1226
37
41
44
49
51
44
49
47
59
53
27
34
38
34
26
58
66
59
63
50
80
68
76
73
558
12
15
11
16
14
17
15
17
17
16
17
20
24
27
31
30
43
23
26
26
34
27
44
36
2219
57
64
65
74
76
67
72
71
86
80
62
77
89
75
85
118
122
116
119
96
142
127
138
141
794
7
8
7
8
9
26
16
33
31
38
31
33
27
49
41
34
39
34
60
60
45
62
39
57
1139
17
20
23
20
21
32
21
25
29
36
43
59
43
51
72
45
55
56
72
91
86
85
45
92
678
10
15
11
18
26
39
25
26
15
21
27
29
23
24
26
22
47
27
37
43
33
36
33
65
2611
34
43
41
46
56
97
62
84
75
95
101
121
93
124
139
101
141
117
169
194
164
183
117
214
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
848
27
26
24
24
28
29
23
32
24
32
41
49
28
36
37
35
45
18
36
50
40
61
36
67
L
155
171
168
168
197
152
99
153
83
49
55
67
58
59
60
65
56
45
72
78
59
91
54
93
1848 2307
111
109
106
116
125
93
57
84
57
57
66
75
40
67
61
70
69
53
72
79
52
87
72
70
5003
293
306
298
308
350
274
179
269
164
138
162
191
126
162
158
170
170
116
180
207
151
239
162
230
530
7
9
5
5
11
12
10
14
11
13
17
16
22
28
19
35
24
27
29
30
54
45
39
48
791
17
14
18
21
19
22
25
23
29
21
20
23
24
32
42
34
51
40
39
61
57
33
65
61
856
10
12
11
15
21
19
26
27
24
29
41
32
39
44
45
47
43
53
58
39
56
36
69
60
2177
34
35
34
41
51
53
61
64
64
63
78
71
85
104
106
116
118
120
126
130
167
114
173
169
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
4830
91
107
106
120
132
164
134
155
161
175
163
198
182
199
224
219
263
233
288
290
306
310
255
355
N-S
TOTAL
7180
327
341
332
349
401
327
240
333
228
201
240
262
211
266
264
286
288
236
306
337
318
353
335
399
E-W
TOTAL
12010
418
448
438
469
533
491
374
488
389
376
403
460
393
465
488
505
551
469
594
627
624
663
590
754
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 10A PM
DATE:
DAY:
WEATHER:
East-West Street
STREETS:
ROAD
COUNTY:
GLOUCESTER
1:00 1:15
1:15 1:30
& 1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
STARTING
TIME
TOTALS
PM INTERVAL COUNTS
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ROAD
1-NORTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2-SOUTHBOUND
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L
3100
103
84
108
99
116
103
139
110
139
136
125
140
141
146
161
160
150
157
140
141
129
143
135
95
1301
55
64
52
56
69
58
70
66
58
56
46
60
74
45
43
37
57
45
45
43
54
56
41
51
4401
158
148
160
155
185
161
209
176
197
192
171
200
215
191
204
197
207
202
185
184
183
199
176
146
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2574
91
103
100
104
97
90
90
103
99
122
122
112
122
112
111
109
110
102
111
116
106
110
109
123
2577
112
85
90
94
103
104
103
90
84
103
100
125
135
105
105
139
118
115
111
118
124
102
109
103
5151
203
188
190
198
200
194
193
193
183
225
222
237
257
217
216
248
228
217
222
234
230
212
218
226
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
N-S
TOTAL
9552
361
336
350
353
385
355
402
369
380
417
393
437
472
408
420
445
435
419
407
418
413
411
394
372
E-W
TOTAL
9552
361
336
350
353
385
355
402
369
380
417
393
437
472
408
420
445
435
419
407
418
413
411
394
372
TOTAL
38482
TUESDAY
FAIR
FILE NUMBER: 10PM
DATE:
DAY:
WEATHER:
&
East-West Street
STREETS:
COUNTY:
GLOUCESTER
78
81
79
66
74
73
70
73
62
63
72
78
70
73
60
86
73
90
66
71
103
89
68
69
1787
L
27
40
30
38
41
49
51
52
36
38
44
53
43
35
38
45
45
40
35
42
36
35
36
34
TOTALS 963
1:00 1:15
1:15 1:30
1:30 1:45
1:45 2:00
2:00 2:15
2:15 2:30
2:30 2:45
2:45 3:00
3:00 3:15
3:15 3:30
3:30 3:45
3:45 4:00
4:00 4:15
4:15 4:30
4:30 4:45
4:45 5:00
5:00 5:15
5:15 5:30
5:30 5:45
5:45 6:00
6:00 6:15
6:15 6:30
6:30 6:45
6:45 7:00
756
39
34
37
28
36
27
22
33
30
19
21
28
38
32
26
32
27
33
36
23
38
31
45
41
3506
144
155
146
132
151
149
143
158
128
120
137
159
151
140
124
163
145
163
137
136
177
155
149
144
68
71
85
99
82
75
63
84
99
106
57
77
87
101
152
72
121
78
113
162
67
119
120
74
52
57
55
52
58
40
52
52
61
60
51
58
57
73
104
53
77
55
88
88
34
77
47
46
1135 2232 1447
40
44
47
50
37
36
45
54
48
48
34
34
43
53
63
38
47
38
63
70
36
60
64
43
4814
160
172
187
201
177
151
160
190
208
214
142
169
187
227
319
163
245
171
264
320
137
256
231
163
1-NORTHBOUND
2-SOUTHBOUND
S
R
TOTAL
L
S
R
TOTAL
STARTING
TIME
PM INTERVAL COUNTS
53
61
67
71
78
71
75
64
86
79
65
70
87
95
131
66
83
69
83
115
45
102
71
67
66
71
69
73
72
56
65
73
95
86
83
64
66
99
129
62
88
64
82
122
50
124
71
71
1493 1854 1901
41
52
57
63
50
38
45
50
62
70
45
64
71
82
94
45
72
60
79
93
38
76
76
70
L
5248
160
184
193
207
200
165
185
187
243
235
193
198
224
276
354
173
243
193
244
330
133
302
218
208
57
56
56
63
72
81
91
66
93
60
63
68
82
55
69
84
70
84
64
76
60
82
69
59
60
64
59
54
66
65
64
52
63
40
66
58
46
57
56
47
46
52
50
60
49
49
66
65
1025 1680 1354
62
44
38
40
36
37
35
47
29
44
43
34
34
41
30
38
59
50
37
41
58
48
42
58
4059
179
164
153
157
174
183
190
165
185
144
172
160
162
153
155
169
175
186
151
177
167
179
177
182
3-EASTBOUND
4-WESTBOUND
S
R
TOTAL
L
S
R
TOTAL
8320
304
327
333
333
328
300
303
348
336
334
279
328
338
367
443
326
390
334
401
456
314
411
380
307
N-S
TOTAL
9307
339
348
346
364
374
348
375
352
428
379
365
358
386
429
509
342
418
379
395
507
300
481
395
390
E-W
TOTAL
17627
643
675
679
697
702
648
678
700
764
713
644
686
724
796
952
668
808
713
796
963
614
892
775
697
TOTAL
Appendix II: Survey Responses
SURVEY RESPONSES BY LOCATION
TUESDAY MAY 10, 2005
Hour
Ending
8:00 AM
9:00 AM
10:00 AM
11:00 AM
12:00 PM
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
Cooper + Hurffville
NB
SB
EB
2
5
4
6
6
4
3
3
3
3
3
5
3
2
1
3
2
2
1
9
2
1
2
5
1
1
2
2
3
Hurffville + Deptford Center
WB Total
2
5
7
6
5
3
1
2
3
6
5
22
18
13
16
14
3
9
7
8
14
NB
SB
EB
WB Total
1
6
9
3
3
8
8
1
3
7
4
4
2
5
4
1
4
10
3
5
7
8
5
5
4
2
2
1
3
4
2
5
-
10
13
18
9
6
12
19
7
12
16
17
Clements Bridge +
Almonesson
Hurffville + Clements Bridge
NB
SB
EB
2
25
16
11
8
5
2
2
6
16
-
8
1
1
6
4
5
3
8
8
8
WB Total
9
12
5
4
2
4
2
2
7
8
10
19
38
22
15
16
13
9
7
15
22
34
Almonesson + Deptford
Center
NB
SB
EB
WB Total
6
9
5
7
2
1
4
2
5
1
7
13
5
2
6
1
2
2
5
10
8
4
5
8
2
1
8
2
6
4
4
12
9
4
4
2
5
8
9
7
27
42
23
14
20
8
3
17
14
22
17
NB
SB
EB
4
2
4
3
3
3
1
3
1
1
5
3
7
7
5
3
1
6
2
2
5
7
7
4
10
2
7
2
4
3
4
7
7
WB Total
2
5
3
4
3
2
2
3
1
2
6
Clements Bridge + Locust
Grove
NB
SB
EB
16
18
24
14
16
8
12
10
7
15
25
-
4
3
3
1
1
4
2
1
2
1
1
1
4
4
1
1
2
2
-
WB Total
5
3
6
4
3
1
4
3
4
9
10
11
6
8
4
4
2
5
4
Delsea + Cooper
NB
SB
EB
2
3
2
3
1
1
2
4
5
2
3
4
2
1
2
3
3
4
6
1
11
14
8
7
8
7
2
7
4
7
Almonesson + Caulfield
WB Total
3
6
4
6
7
5
3
2
3
6
3
19
20
19
17
19
15
9
14
15
24
NB
SB
EB
8
8
2
4
1
4
4
4
8
5
5
6
1
4
4
1
4
1
4
2
4
2
1
1
1
WB Total
-
15
15
4
8
5
5
4
5
8
10
10
Combined
Total
99
176
139
103
102
87
70
69
80
113
145
7:00 PM
8
4
5
1
18
2
9
3
-
14
4
-
8
9
21
3
9
8
10
30
3
9
6
4
22
-
-
-
6
6
6
8
3
5
22
2
4
2
-
8
141
TOTAL
47
25
34
41
147
55
62
36
-
153
97
-
60
74
231
45
52
66
74
237
33
54
63
37
187
-
23
15
35
73
29
38
79
50
196
50
40
7
-
97
1,324
SATURDAY MAY 14, 2005
Hour
Ending
Cooper + Hurffville
NB SB EB WB Total
NB SB EB WB Total
NB SB EB WB Total
Clements Bridge +
Almonesson
NB SB EB WB Total
Center
NB SB EB WB Total
Grove
NB SB EB WB Total
NB
Delsea + Cooper
SB EB WB Total
NB SB EB WB Total
Combined
Total
11:00 AM
12:00 PM
1:00 PM
2:00 PM
3:00 PM
4:00 PM
5:00 PM
6:00 PM
7:00 PM
6
3
3
2
5
5
2
1
1
2
5
4
5
5
5
5
3
1
1
3
1
2
2
3
1
1
1
4
1
3
-
9
9
11
8
16
13
10
7
3
2
3
1
1
3
1
2
1
-
3
9
3
2
3
6
3
12
7
2
6
3
3
7
3
4
3
5
-
7
18
7
6
13
10
9
16
12
3
4
8
1
5
2
7
4
10
-
2
4
3
6
8
7
2
6
11
2
5
5
6
1
2
4
5
7
13
16
7
19
10
11
14
26
4
4
5
1
1
1
6
9
2
1
4
4
5
4
1
2
5
4
4
5
4
2
9
7
5
6
4
4
7
7
9
9
10
5
17
13
13
16
16
17
23
24
21
3
1
4
1
4
4
6
2
6
10
7
9
7
4
2
4
4
4
3
3
10
5
4
4
5
8
2
4
8
5
3
5
1
6
14
12
20
19
28
16
17
11
21
-
2
1
2
1
3
3
6
2
1
2
1
3
1
1
2
3
7
2
4
7
3
2
6
7
7
2
6
6
10
7
6
14
2
4
1
2
2
-
2
4
1
3
5
1
2
-
2
2
3
5
9
7
5
5
3
3
4
1
7
1
5
8
7
5
7
10
7
19
16
15
13
16
8
2
4
2
4
2
4
4
1
1
1
2
4
-
1
1
-
-
2
5
4
5
1
4
8
4
70
87
80
86
114
92
94
102
109
TOTAL
28
35
13
10
86
14
48
36
-
98
44
-
49
30
123
31
23
45
61
160
23
51
42
42
158
-
18
13
34
65
11
18
41
41
111
22
9
2
-
33
834
Source: DVRPC, 2006
Q1: “Including the driver, how many persons were in this vehicle? (check one)”
TUESDAY AND SATURDAY COMBINED – RANDOM SAMPLE*
Travelers
1
No.
%
1,211 57%
Error
2%
2
683
32%
1%
3
139
7%
1%
4
65
3%
1%
5+
25
1%
1%
Total
2,123 100%
N.R.
35
TUESDAY AND SATURDAY COMBINED – TOTAL RESPONSES**
Travelers No.
1
2
%
1,390 56%
792 32%
Error
2%
1%
3
172
7%
1%
4
81
3%
1%
5+
30
1%
1%
Total
N.R.
2,465 100%
52
Source: DVRPC, 2006
* This includes only responses from surveys that were distributed at one of the designated
survey distribution intersections.
** This is a combination of the randomly distributed surveys at designated intersections as
well as surveys that were filled out at 24 retail outlets. The distinction is necessary to
ensure that the survey results are not biased, i.e. disproportionately represented based
on location.
***Some column percentages may add up to more than 100% due to rounding.
Q2: “This trip was STARTED at [which location?]”
TUESDAY – RANDOM SAMPLE
Hours
Ending
Start Location
Cooper + Hurffville
No.
%
Error
Home
8:00A, Work
9:00A, School
10:00A
Shopping / Restaurant
Other
Home
11:00A, Work
12:00, School
1:00P Shopping / Restaurant
Other
Home
2:00P, Work
3:00P, School
Other
Home
5:00P, Work
6:00P, School
Other
39
4
1
1
26
12
1
2
12
7
23
13
2
2
27%
3%
1%
1%
18%
8%
1%
1%
8%
5%
16%
9%
1%
1%
Total
No Response
145
100%
2
TUESDAY – TOTAL RESPONSES
Start Location
Not-Valid Total
No.
%
Home
1882 75%
Work
391 16%
School
28
1%
Shopping / Restaurant 87
4%
Other
108 4%
Total
No Response
2496 100%
21
Source: DVRPC, 2006
Error
2%
1%
1%
1%
1%
4%
1%
1%
0%
1%
3%
2%
0%
1%
1%
2%
2%
0%
0%
0%
3%
2%
1%
0%
1%
Hurffville + Deptford Hurffville + Clements
Center
Bridge
No.
%
Error No.
%
Error
35
3
1
2
20
5
1
1
26
5
1
4
2
25
15
1
1
13
22%
2%
1%
1%
12%
3%
1%
1%
16%
3%
1%
2%
1%
16%
9%
1%
1%
8%
161
100%
1
3%
1%
1%
0%
1%
2%
1%
0%
1%
1%
3%
1%
1%
1%
1%
3%
2%
1%
1%
2%
70
9
34
8
1
1
20
8
1
1
1
34
38
1
1
3
30%
4%
15%
3%
0%
0%
9%
3%
0%
0%
0%
15%
16%
0%
0%
1%
231
100%
-
3%
1%
0%
0%
0%
2%
1%
1%
1%
0%
2%
1%
1%
1%
1%
2%
2%
1%
1%
1%
Clements Bridge +
Almonesson
No.
%
Error
Almonesson +
Deptford Center
No.
%
Error
Clements Bridge +
Locust Grove
No.
%
Error
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
No.
Total
%
Error
81
6
1
4
33
5
1
3
24
6
3
1
38
26
2
2
34%
3%
0%
2%
14%
2%
0%
1%
10%
3%
1%
0%
16%
11%
1%
1%
47
7
1
1
32
3
2
1
22
8
1
1
33
24
5
25%
4%
1%
1%
17%
2%
1%
1%
12%
4%
1%
1%
18%
13%
3%
20
2
1
21
1
1
2
5
3
1
1
6
7
1
1
27%
3%
1%
29%
1%
1%
3%
7%
4%
1%
1%
8%
10%
1%
1%
35
7
40
11
1
3
18
16
2
1
1
28
27
2
1
3
18%
4%
20%
6%
1%
2%
9%
8%
1%
1%
1%
14%
14%
1%
1%
2%
31
2
1
13
4
1
10
5
1
1
17
10
1
-
32%
2%
1%
13%
4%
1%
10%
5%
1%
1%
18%
10%
1%
-
358
40
5
1
8
219
49
5
5
12
137
58
6
12
6
204
160
7
6
29
27%
3%
0%
0%
1%
17%
4%
0%
0%
1%
10%
4%
0%
1%
0%
15%
12%
1%
0%
2%
2%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
236
100%
1
188
100%
2
73
100%
-
196
100%
-
97
100%
-
1,327
100%
6
3%
1%
1%
0%
1%
2%
1%
1%
0%
1%
2%
1%
0%
1%
1%
2%
2%
0%
1%
1%
3%
1%
1%
1%
0%
3%
1%
1%
0%
1%
2%
2%
0%
1%
1%
3%
2%
0%
0%
1%
5%
2%
0%
0%
1%
5%
1%
0%
1%
2%
3%
2%
1%
1%
0%
3%
3%
1%
0%
1%
3%
1%
0%
0%
0%
3%
2%
0%
1%
1%
2%
2%
1%
1%
1%
2%
2%
1%
1%
1%
5%
2%
1%
0%
0%
3%
2%
1%
0%
0%
3%
2%
1%
1%
0%
4%
3%
0%
1%
0%
Q2: “This trip was STARTED at [which location?]”
SATURDAY – RANDOM SAMPLE
Hours
Ending
Start Location
Cooper + Hurffville
No.
%
Error
Home
11:00A, Work
12:00, School
1:00P
Shopping / Restaurant
Other
Home
2:00P, Work
3:00P, School
Other
Home
5:00P, Work
6:00P, School
Other
29
1
2
28
3
3
2
17
1
1
1
33%
1%
2%
32%
3%
3%
2%
19%
1%
1%
1%
Total
No Response
88
100%
1
Source: DVRPC, 2006
5%
1%
0%
0%
2%
5%
2%
0%
2%
2%
4%
1%
0%
1%
1%
Center
Bridge
No.
%
Error No.
%
Error
25
3
4
25
1
2
1
32
2
2
26%
3%
4%
26%
1%
2%
1%
33%
2%
2%
97
100%
1
4%
0%
0%
2%
2%
4%
1%
0%
2%
1%
5%
0%
0%
2%
2%
27
4
3
2
33
1
2
32
6
10
2
22%
3%
2%
2%
27%
1%
2%
26%
5%
8%
2%
122
100%
1
4%
2%
0%
2%
1%
4%
0%
0%
1%
1%
4%
2%
0%
2%
1%
Clements Bridge +
Almonesson
No.
%
Error
Almonesson +
Deptford Center
No.
%
Error
Clements Bridge +
Locust Grove
No.
%
Error
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
No.
Total
%
Error
40
2
1
42
3
3
1
55
7
2
4
25%
1%
1%
26%
2%
2%
1%
34%
4%
1%
3%
41
1
1
2
1
48
3
3
8
43
3
1
1
26%
1%
1%
1%
1%
31%
2%
2%
5%
28%
2%
1%
1%
13
3
19
1
2
20
3
2
2
20%
5%
29%
2%
3%
31%
5%
3%
3%
20
2
2
42
2
4
2
27
5
3
1
18%
2%
2%
38%
2%
4%
2%
25%
5%
3%
1%
10
1
5
1
14
1
1
-
30%
3%
15%
3%
42%
3%
3%
-
205
9
1
13
12
242
14
18
16
240
26
22
13
25%
1%
0%
2%
1%
29%
2%
2%
2%
29%
3%
3%
2%
160
100%
-
156
100%
2
65
100%
-
110
100%
1
33
100%
-
831
100%
6
3%
0%
0%
1%
1%
3%
1%
0%
1%
1%
4%
2%
0%
1%
1%
3%
1%
1%
1%
1%
4%
1%
0%
1%
2%
3%
1%
0%
1%
1%
4%
2%
0%
0%
0%
5%
2%
0%
2%
0%
5%
2%
0%
2%
2%
3%
0%
0%
1%
1%
5%
1%
0%
2%
1%
4%
2%
0%
2%
1%
7%
0%
0%
3%
0%
5%
3%
0%
0%
0%
9%
3%
0%
3%
0%
2%
1%
1%
1%
1%
2%
1%
0%
1%
1%
2%
1%
0%
1%
1%
Q2: “Which is located at (nearest intersection).”
TUESDAY AND SATURDAY COMBINED – RANDOM SAMPLE
Cooper + Hurffville
Municipality
Deptford
Gloucester Twp
Mantua
Laurel Springs
Washington Twp
Other
Total
60 28%
52 24%
24 11%
7
3%
7
3%
65 30%
Municipality
Deptford
Gloucester Twp
Runnemede
Mantua
Other
Total
No Response
215 100% Total
18
No Response
Total
53 22%
23 10%
18
8%
17
7%
129 54%
Clements Bridge +
Almonesson
Municipality
Runnemede
Deptford
Gloucester Twp
Mantua
Washington Twp
Other
240 100% Total
11
No Response
Total
52 16%
52 16%
49 15%
23
7%
13
4%
142 43%
Municipality
Deptford
Gloucester Twp
Woodbury
Westville
West Deptford
Other
Center
Total
116 30%
30
8%
26
7%
24
6%
22
6%
163 43%
331 100% Total
23
No Response
Municipality
Deptford
Mantua
Gloucester Twp
Washington Twp
Philadelphia
Other
381 100% Total
16
No Response
Grove
Total
77 23%
25
8%
20
6%
17
5%
17
5%
174 53%
Municipality
Deptford
Woodbury
Runnemede
Westville
Other
330 100% Total
18
No Response
Total
50 38%
11
8%
8
6%
7
5%
54 42%
Delsea + Cooper
Municipality
Deptford
Woodbury
West Deptford
Mantua
Westville
Other
130 100% Total
8
No Response
Total
110 38%
31 11%
27
9%
14
5%
13
4%
98 33%
Municipality
Deptford
Westville
Gloucester Twp
Woodbury
West Deptford
Other
293 100% Total
14
No Response
* Multiple municipalities were tied for fifth at the Hurffville + Deptford Center and Clements Bridge + Locust Grove locations.
Q3: “Which of the following routes were used to reach the survey location? (choose all that apply)”
Routes
Almonesson Rd. (CR 621)
Clements Bridge Rd.
Cooper St. (CR 706)
Delsea Dr. (NJ 47)
Hurffville Rd. ( NJ 41)
Locust Grove Dr.
NJ 42
NJ 55
Source: DVRPC, 2006
Cooper + Hurffville
No.
%
Error
88
30
55
55
94
2
31
14
24%
8%
15%
15%
25%
1%
8%
4%
369
100%
2%
2%
2%
2%
2%
1%
2%
1%
Center
Bridge
No.
%
Error
No.
%
Error
51
64
32
44
88
5
67
55
13%
16%
8%
11%
22%
1%
17%
14%
406
100%
2%
2%
1%
2%
2%
1%
2%
2%
46
214
27
46
86
3
81
42
8%
39%
5%
8%
16%
1%
15%
8%
545
100%
1%
2%
1%
1%
2%
1%
2%
1%
Clements Bridge +
Almonesson
No.
%
Error
Almonesson +
Deptford Center
No.
%
Error
Clements Bridge +
Locust Grove
No.
%
Error
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
No.
166
197
93
36
37
30
75
44
24%
29%
14%
5%
5%
4%
11%
6%
142
70
58
41
37
13
79
147
24%
12%
10%
7%
6%
2%
13%
25%
36
94
53
25
9
14
20
9
14%
36%
20%
10%
3%
5%
8%
3%
44
70
195
121
16
4
28
28
9%
14%
39%
24%
3%
1%
6%
6%
92
32
17
33
6
11
14
13
42%
15%
8%
15%
3%
5%
6%
6%
665
771
530
401
373
82
395
352
19%
22%
15%
11%
10%
2%
11%
10%
678
100%
587
100%
260
100%
506
100%
218
100%
3,569
100%
2%
2%
2%
1%
1%
1%
1%
1%
2%
2%
1%
1%
1%
1%
2%
2%
2%
3%
2%
2%
1%
2%
2%
1%
1%
2%
2%
2%
1%
1%
1%
1%
4%
2%
2%
2%
1%
2%
2%
2%
Combined
%
Error
1%
1%
1%
1%
1%
1%
1%
1%
34
28
9
8
6
39
Total
27%
23%
7%
6%
5%
31%
124 100%
6
Q4: “It took about [how many?] minutes to get from your START location to this survey location today.”
Hours
Ending
Time Traveled
Cooper + Hurffville
No.
%
Error
Less than 10 minutes
8:00A, 10-19 minutes
10:00A
30-39 minutes
40 minutes or more
11:00A, 10-19 minutes
12:00, 20-29 minutes
1:00P 30-39 minutes
40 minutes or more
2:00P, 10-19 minutes
4:00P 30-39 minutes
40 minutes or more
10-19
minutes
5:00P,
7:00P 30-39 minutes
40 minutes or more
Total
No Response
Median
Average
14
21
6
4
13
20
3
1
1
8
4
6
1
14
16
4
2
2
10%
15%
4%
3%
9%
14%
2%
1%
1%
6%
3%
4%
1%
10%
11%
3%
1%
1%
2%
3%
2%
2%
2%
3%
1%
1%
1%
2%
2%
2%
1%
2%
3%
2%
1%
1%
140 100%
7
10
12.6
Time Traveled
10-19 minutes
20-29 minutes
30-39 minutes
40 minutes or more
Total
No.
Total
%
Error
689
976
447
176
166
28%
40%
18%
7%
7%
1%
1%
1%
1%
1%
2,454 100%
Source: DVRPC, 2006
Hurffville + Deptford Hurffville + Clements Clements Bridge +
Center
Bridge
Almonesson
No.
%
Error
No.
%
Error
No.
%
Error
11
16
7
4
2
3
12
8
2
2
8
15
8
4
2
7
15
11
6
7
7%
11%
5%
3%
1%
2%
8%
5%
1%
1%
5%
10%
5%
3%
1%
5%
10%
7%
4%
5%
150
100%
3
15
18.6
2%
2%
2%
1%
1%
1%
2%
2%
1%
1%
2%
2%
2%
1%
1%
2%
2%
2%
2%
2%
18
36
18
3
3
11
16
10
2
3
4
14
5
5
3
10
27
21
5
11
8%
16%
8%
1%
1%
5%
7%
4%
1%
1%
2%
6%
2%
2%
1%
4%
12%
9%
2%
5%
225
100%
6
12.7
11
2%
2%
2%
1%
1%
2%
2%
1%
1%
1%
1%
2%
1%
1%
1%
1%
2%
2%
1%
2%
41
38
10
2
1
11
15
8
2
5
6
17
8
3
22
17
15
8
7
17%
16%
4%
1%
0%
5%
6%
3%
1%
2%
3%
7%
3%
1%
9%
7%
6%
3%
3%
236
100%
1
15
18.6
2%
2%
1%
1%
1%
1%
2%
1%
1%
1%
1%
2%
1%
1%
2%
2%
2%
1%
1%
Almonesson +
Deptford Center
No.
%
Error
15
22
13
5
2
6
21
6
1
4
3
14
7
4
3
7
24
16
8
7
8%
12%
7%
3%
1%
3%
11%
3%
1%
2%
2%
7%
4%
2%
2%
4%
13%
9%
4%
4%
188
100%
2
15
18.56
2%
2%
2%
1%
1%
1%
2%
1%
1%
1%
1%
2%
1%
1%
1%
1%
2%
2%
2%
1%
Clements Bridge +
Locust Grove
No.
%
Error
10
7
1
3
2
11
11
1
2
5
3
2
4
3
3
2
3
14%
10%
1%
4%
3%
15%
15%
1%
3%
7%
4%
3%
5%
4%
4%
3%
4%
73
100%
10
13.8
4%
3%
1%
2%
2%
4%
4%
1%
2%
3%
2%
2%
2%
2%
2%
2%
2%
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
No.
Total
%
Error
16
16
7
2
23
18
6
6
2
12
13
8
2
2
21
17
10
5
8
8%
8%
4%
1%
12%
9%
3%
3%
1%
6%
7%
4%
1%
1%
11%
9%
5%
3%
4%
12
14
4
2
1
8
5
3
2
6
5
3
2
14
10
2
1
1
13%
15%
4%
2%
1%
8%
5%
3%
2%
6%
5%
3%
2%
15%
11%
2%
1%
1%
137
170
66
23
13
86
118
45
18
17
52
85
47
20
11
99
129
82
37
46
11%
13%
5%
2%
1%
7%
9%
3%
1%
1%
4%
7%
4%
2%
1%
8%
10%
6%
3%
4%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
194
100%
2
12
14.9
95
100%
2
10
12.3
2%
2%
1%
1%
2%
2%
1%
1%
1%
2%
2%
2%
1%
1%
2%
2%
2%
1%
2%
3%
3%
2%
2%
1%
3%
2%
2%
2%
2%
2%
2%
2%
3%
3%
2%
1%
1%
1,301 100%
23
Q4: “It took about [how many?] minutes to get from your START location to this survey location today.”
Hours
Ending
11:00A,
12:00,
1:00P
2:00P,
3:00P,
4:00P
5:00P,
6:00P,
7:00P
Time Traveled
Cooper + Hurffville
No.
%
Error
10-19 minutes
20-29 minutes
30-39 minutes
40 minutes or more
10-19 minutes
20-29 minutes
30-39 minutes
40 minutes or more
10-19 minutes
20-29 minutes
30-39 minutes
40 minutes or more
9
11
5
2
10
19
6
1
1
8
6
3
1
2
11%
13%
6%
2%
12%
23%
7%
1%
1%
10%
7%
4%
1%
2%
Total
No Response
Median
Average
84
100%
2
10
14.3
Source: DVRPC, 2006
3%
3%
2%
2%
3%
4%
3%
1%
1%
3%
3%
2%
1%
2%
Center
Bridge
No.
%
Error
No.
%
Error
8
12
9
1
1
1
16
7
3
1
4
19
5
4
3
9%
13%
10%
1%
1%
1%
17%
7%
3%
1%
4%
20%
5%
4%
3%
94
100%
4
15
18.0
3%
3%
3%
1%
1%
1%
4%
2%
2%
1%
2%
4%
2%
2%
2%
11
13
8
1
3
8
16
8
3
15
20
6
5
4
9%
11%
7%
1%
2%
7%
13%
7%
2%
12%
17%
5%
4%
3%
121
100%
2
15
15.5
2%
3%
2%
1%
2%
2%
3%
2%
2%
3%
3%
2%
2%
2%
Clements Bridge +
Almonesson
No.
%
Error
Almonesson +
Deptford Center
No.
%
Error
Clements Bridge +
Locust Grove
No.
%
Error
Delsea + Cooper
No.
%
Error
15
13
10
4
16
20
7
4
2
13
28
13
5
6
10%
8%
6%
3%
10%
13%
4%
3%
1%
8%
18%
8%
3%
4%
5
19
12
8
2
5
27
14
4
12
7
20
14
5
2
3%
12%
8%
5%
1%
3%
17%
9%
3%
8%
4%
13%
9%
3%
1%
4
7
4
9
7
4
2
10
13
2
1
-
6%
11%
6%
14%
11%
6%
3%
16%
21%
3%
2%
-
12
5
4
3
18
18
5
5
4
13
12
4
3
3
11%
5%
4%
3%
17%
17%
5%
5%
4%
12%
11%
4%
3%
3%
156
100%
4
15
16.4
156
100%
2
15
19.7
63
100%
2
10
12.8
109
100%
2
10
17.9
2%
2%
2%
1%
2%
3%
2%
1%
1%
2%
3%
2%
2%
2%
2%
2%
2%
2%
1%
2%
3%
2%
1%
2%
2%
3%
2%
2%
1%
3%
3%
3%
4%
3%
3%
2%
4%
5%
2%
2%
-
3%
2%
2%
2%
3%
3%
2%
2%
2%
3%
3%
2%
2%
2%
Almonesson +
Caulfield
No.
%
Error
6
3
1
1
2
2
2
6
5
3
2
-
18%
9%
3%
3%
6%
6%
6%
18%
15%
9%
6%
-
33
100%
10
13.0
6%
4%
3%
3%
4%
4%
4%
6%
5%
4%
4%
-
No.
Total
%
70
83
53
13
13
69
125
53
20
22
76
123
50
26
20
9%
10%
6%
2%
2%
8%
15%
6%
2%
3%
9%
15%
6%
3%
2%
816
100%
18
Error
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
Q5: “What stops will be made during this trip? (choose all that apply)”
Cooper + Hurffville
No.
%
Error
Center
Bridge
No.
%
Error
No.
%
Error
Clements Bridge +
Almonesson
No.
%
Error
Almonesson +
Deptford Center
No.
%
Error
Clements Bridge +
Locust Grove
No.
%
Error
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
Shopping
Work
Medical / Personal
School
Company Business
Home
Recreation / Social
Going Out to Eat
Other
113
46
20
6
6
39
27
30
33
35%
14%
6%
2%
2%
12%
8%
9%
10%
141
40
14
5
7
37
29
59
31
39%
11%
4%
1%
2%
10%
8%
16%
9%
212
87
28
13
20
55
44
79
51
36%
15%
5%
2%
3%
9%
7%
13%
9%
216
54
19
9
11
54
31
71
35
43%
11%
4%
2%
2%
11%
6%
14%
7%
79
26
10
4
5
26
9
27
18
39%
13%
5%
2%
2%
13%
4%
13%
9%
129
57
32
8
18
64
38
44
54
29%
13%
7%
2%
4%
14%
9%
10%
12%
55
33
10
5
6
26
19
26
21
27%
16%
5%
2%
3%
13%
9%
13%
10%
Total Responses
320
100%
363
100%
589
100%
500
100%
204
100%
444
100%
201
100%
Stops
3%
2%
1%
1%
1%
2%
2%
2%
2%
3%
2%
1%
1%
1%
2%
2%
2%
2%
161
80
27
7
22
69
31
70
45
31%
16%
5%
1%
4%
13%
6%
14%
9%
512
100%
2%
2%
1%
1%
1%
2%
1%
2%
1%
TUESDAY AND SATURDAY COMBINED – TOTAL RESPONSES
Stops
No.
Total
%
Error
Shopping
Work
Medical / Personal
School
Company Business
Home
Recreation / Social
Going Out to Eat
Other
1,162
435
169
63
97
383
244
437
304
35%
13%
5%
2%
3%
12%
7%
13%
9%
1%
1%
1%
1%
1%
1%
1%
1%
1%
Total Responses
3,294
Source: DVRPC, 2006
2%
2%
1%
1%
1%
1%
1%
2%
1%
3%
2%
1%
1%
1%
2%
1%
2%
1%
4%
2%
2%
1%
1%
2%
2%
2%
2%
2%
2%
1%
1%
1%
2%
1%
2%
2%
3%
3%
2%
1%
1%
2%
2%
2%
2%
No.
Total
%
1,106
423
160
57
95
370
228
406
288
35%
14%
5%
2%
3%
12%
7%
13%
9%
3,133
100%
Error
1%
1%
1%
1%
1%
1%
1%
1%
1%
Q6: “What is your final destination for this trip?”
Hours
Ending
8:00A,
9:00A,
10:00A
11:00A,
12:00,
1:00P
2:00P,
3:00P,
4:00P
5:00P,
6:00P,
7:00P
Destination
Cooper + Hurffville
No.
%
Error
Shopping
Work
Medical/Personal
School
Company Business
Home
Recreation/Social
Going out to eat
Other
Shopping
Work
Medical/Personal
School
Company Business
Home
Recreation/Social
Going out to eat
Other
Shopping
Work
Medical/Personal
School
Company Business
Home
Recreation/Social
Going out to eat
Other
Shopping
Work
Medical/Personal
School
Company Business
Home
Recreation/Social
Going out to eat
Other
4
23
2
2
1
9
1
3
13
7
4
1
Total
No Response
144
Source: DVRPC, 2006
9
5
2
3
2
-
11
2
1
6
2
2
1
1
21
1
1
4
3%
16%
1%
1%
1%
6%
1%
2%
9%
5%
3%
1%
6%
3%
1%
2%
1%
8%
1%
1%
4%
1%
1%
1%
1%
15%
1%
1%
3%
100%
3
1%
3%
1%
1%
1%
2%
1%
1%
2%
2%
1%
1%
2%
2%
1%
1%
1%
2%
1%
1%
2%
1%
1%
1%
1%
3%
1%
1%
1%
Center
Bridge
Almonesson
No.
%
Error No.
%
Error No.
%
Error
3
22
3
1
3
4
2
1
2
7
7
6
3
3
6
4
3
1
1
20
2
1
11
1
1
28
1
3
1
2%
15%
2%
1%
2%
3%
1%
1%
1%
5%
5%
4%
2%
2%
4%
3%
2%
1%
1%
13%
1%
1%
7%
1%
1%
19%
1%
2%
1%
151
100%
2
1%
3%
1%
1%
1%
1%
1%
1%
1%
2%
2%
2%
1%
1%
2%
1%
1%
1%
1%
3%
1%
1%
2%
1%
1%
3%
1%
1%
1%
4
55
2
3
3
10
2
9
9
2
6
13
1
3
5
3
21
2
2
14
5
1
44
3
5
3
2%
24%
1%
1%
1%
4%
1%
4%
4%
1%
3%
6%
0%
1%
2%
1%
9%
1%
1%
6%
2%
0%
19%
1%
2%
1%
230
100%
1
1%
3%
1%
1%
1%
1%
1%
1%
1%
1%
1%
2%
1%
1%
1%
1%
2%
1%
1%
2%
1%
1%
3%
1%
1%
1%
5
60
4
1
2
11
3
6
9
6
2
4
20
1
7
2
1
1
17
3
2
1
11
3
4
1
43
3
4
2%
25%
2%
0%
1%
5%
1%
3%
4%
3%
1%
2%
8%
0%
3%
1%
0%
0%
7%
1%
1%
0%
5%
1%
2%
0%
18%
1%
2%
237
100%
-
1%
3%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
2%
1%
1%
1%
1%
1%
2%
1%
1%
1%
1%
1%
1%
1%
2%
1%
1%
Almonesson +
Deptford Center
No.
%
Error
Clements Bridge +
Locust Grove
No.
%
Error
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
No.
6
36
1
2
10
1
1
1
15
2
2
16
3
8
2
1
2
16
3
13
3
2
2
28
7
6
3%
19%
1%
1%
5%
1%
1%
1%
8%
1%
1%
8%
2%
4%
1%
1%
1%
8%
2%
7%
2%
1%
1%
15%
4%
3%
1
13
2
2
3
1
1
8
2
1
11
1
2
4
2
4
2
2
2
8
1
1%
18%
3%
3%
4%
1%
1%
11%
3%
1%
15%
1%
3%
5%
3%
5%
3%
3%
3%
11%
1%
5
19
3
2
2
7
3
10
13
3
1
18
4
1
5
4
9
1
2
16
1
5
4
5
1
37
5
1
6
1
28
1
1
1
5
2
1
3
1
5
1
4
2
8
2
1
3
1
14
5
3
2
1%
29%
1%
1%
1%
5%
2%
1%
3%
1%
5%
1%
4%
2%
8%
2%
1%
3%
1%
15%
5%
3%
2%
29
256
18
10
15
55
7
3
18
76
48
13
2
12
96
6
16
19
41
26
5
2
6
113
2
13
8
52
31
16
3
4
223
15
23
27
2%
20%
1%
1%
1%
4%
1%
0%
1%
6%
4%
1%
0%
1%
7%
0%
1%
1%
3%
2%
0%
0%
0%
9%
0%
1%
1%
4%
2%
1%
0%
0%
17%
1%
2%
2%
189
100%
1
73
100%
0
95
100%
2
1,312
100%
12
1%
3%
1%
1%
2%
1%
1%
1%
2%
1%
1%
2%
1%
2%
1%
1%
1%
2%
1%
2%
1%
1%
1%
2%
1%
1%
1%
4%
2%
2%
2%
1%
1%
3%
2%
1%
4%
1%
2%
2%
2%
2%
2%
2%
2%
3%
1%
3%
10%
2%
1%
1%
4%
2%
5%
7%
2%
1%
9%
2%
1%
3%
2%
5%
1%
1%
8%
1%
3%
2%
3%
1%
19%
3%
1%
3%
193 100%
3
1%
2%
1%
1%
1%
1%
1%
2%
2%
1%
1%
2%
1%
1%
1%
1%
2%
1%
1%
2%
1%
1%
1%
1%
1%
3%
1%
1%
1%
1%
4%
1%
1%
1%
2%
2%
1%
2%
1%
2%
1%
2%
2%
3%
2%
1%
2%
1%
3%
2%
2%
2%
Total
%
Error
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
Q6: “What is your final destination for this trip?”
Destination
Shopping
Work
Medical/Personal
School
Company Business
Home
Recreation/Social
Going out to eat
Other
Total
No Response
No.
Total
%
Error
447
509
66
23
59
973
124
142
114
19%
20%
3%
1%
2%
39%
5%
6%
5%
1%
1%
1%
1%
1%
1%
1%
1%
1%
2,487
100%
30
Hours
Ending
Destination
Shopping
Work
Medical/Personal
11:00A, School
12:00, Company Business
1:00P
Home
Recreation/Social
Going out to eat
Other
Shopping
Work
Medical/Personal
2:00P, School
3:00P, Company Business
4:00P Home
Recreation/Social
Going out to eat
Other
Shopping
Work
Medical/Personal
5:00P, School
6:00P, Company Business
7:00P Home
Recreation/Social
Going out to eat
Other
Total
No Response
Source: DVRPC, 2006
Cooper + Hurffville
No.
%
Error
8
2
1
1
12
1
2
1
13
2
1
1
15
2
1
1
4
12
2
1
1
10%
2%
1%
1%
14%
1%
2%
1%
15%
2%
1%
1%
18%
2%
1%
1%
5%
14%
2%
1%
1%
84
100%
2
3%
2%
1%
1%
3%
1%
2%
1%
4%
2%
1%
1%
4%
2%
1%
1%
2%
3%
2%
1%
1%
Center
Bridge
Almonesson
No.
%
Error No.
%
Error No.
%
Error
13
1
10
5
2
14
1
9
2
2
1
9
2
1
1
15
3
5
1
13%
1%
10%
5%
2%
14%
1%
9%
2%
2%
1%
9%
2%
1%
1%
15%
3%
5%
1%
97
100%
1
3%
1%
3%
2%
2%
4%
1%
3%
2%
2%
1%
3%
2%
1%
1%
2%
2%
2%
1%
7
2
2
23
1
1
16
3
10
4
1
2
10
2
21
9
5
3
6%
2%
2%
19%
1%
1%
13%
2%
8%
3%
1%
2%
8%
2%
17%
7%
4%
2%
122
100%
1
2%
1%
1%
3%
1%
1%
3%
2%
2%
2%
1%
1%
2%
1%
3%
2%
2%
2%
11
2
1
1
17
5
3
1
14
3
1
1
20
4
5
1
16
4
1
34
4
7
2
7%
1%
1%
1%
11%
3%
2%
1%
9%
2%
1%
1%
13%
3%
3%
1%
10%
3%
1%
22%
3%
4%
1%
158
100%
2
2%
1%
1%
1%
2%
2%
1%
1%
2%
1%
1%
1%
3%
1%
2%
1%
2%
1%
1%
3%
1%
2%
1%
Almonesson +
Deptford Center
No.
%
Error
16
2
1
22
3
1
1
19
2
1
1
31
2
5
2
12
1
23
5
7
1
10%
1%
1%
14%
2%
1%
1%
12%
1%
1%
1%
20%
1%
3%
1%
8%
1%
15%
3%
4%
1%
158
100%
0
2%
1%
1%
3%
1%
1%
1%
2%
1%
1%
1%
3%
1%
2%
1%
2%
1%
3%
2%
2%
1%
Clements Bridge +
Locust Grove
No.
%
Error
6
2
1
5
2
5
1
12
2
1
1
7
1
1
13
2
2
9%
3%
2%
8%
3%
8%
2%
19%
3%
2%
2%
11%
2%
2%
20%
3%
3%
64
100%
1
3%
2%
2%
3%
2%
3%
2%
4%
2%
2%
2%
3%
2%
2%
4%
2%
2%
Delsea + Cooper
No.
%
Error
4
1
13
4
1
1
10
4
2
24
6
2
2
6
1
17
5
5
3
4%
1%
12%
4%
1%
1%
9%
4%
2%
22%
5%
2%
2%
5%
1%
15%
5%
5%
3%
111
100%
0
2%
1%
3%
2%
1%
1%
3%
2%
1%
4%
2%
1%
1%
2%
1%
3%
2%
2%
2%
Almonesson +
Caulfield
No.
%
Error
1
2
7
1
1
1
4
3
1
1
2
6
3
-
3%
6%
21%
3%
3%
3%
12%
9%
3%
3%
6%
18%
9%
-
33
100%
2
3%
4%
6%
3%
3%
3%
5%
4%
3%
3%
4%
6%
4%
-
No.
Total
%
Error
66
11
5
1
5
109
20
10
6
92
17
5
1
2
125
22
17
10
67
12
2
1
4
141
31
32
13
8%
1%
1%
0%
1%
13%
2%
1%
1%
11%
2%
1%
0%
0%
15%
3%
2%
1%
8%
1%
0%
0%
0%
16%
4%
4%
2%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
827
100%
9
Q7: “How often do you travel through this area?”
Cooper + Hurffville
NB
SB
No.
%
4 days or more
43
57%
7%
34
58%
7%
1 to 3 days
7
9%
3%
2
3%
2%
Less than 4 times a month
25
33%
5%
23
39%
First time ever in this area
-
-
-
-
-
59
100%
Total
Error No.
75 100%
No Response
-
%
EB
Error No.
WB
Total
Error
No.
%
28
60%
8%
33
65%
8%
138
59%
4%
37
54%
7%
4
9%
4%
4
8%
3%
17
7%
2%
8
12%
3%
6%
15
32%
6%
14
27%
6%
77
33%
3%
23
34%
-
-
-
-
-
-
-
-
-
-
-
-
47
100%
51
100%
68
100%
-
%
Error No.
232 100%
-
1
%
SB
%
1
Error No.
NB
Error No.
SB
42%
5%
40
56%
7%
123
49%
4%
95
67%
5%
69
64%
6%
62
60%
6%
25
23%
4%
16
22%
4%
49
20%
2%
10
7%
2%
12
11%
3%
8
8%
2%
5%
39
35%
5%
16
22%
4%
78
31%
3%
35
25%
3%
27
25%
4%
32
31%
-
-
-
-
-
-
-
-
-
0%
1
1%
1%
-
-
-
1
1%
72
100%
EB
%
WB
Error No.
Error No.
7%
52
69%
7%
68
62%
6%
74
55%
5%
240
61%
3%
29
52%
7%
55
51%
5%
48
46%
5%
3%
4
5%
2%
10
9%
3%
20
15%
3%
41
10%
2%
8
14%
4%
17
16%
3%
19
18%
3%
23
30%
5%
19
25%
5%
32
29%
4%
40
30%
4%
114
29%
2%
18
32%
6%
35
33%
4%
38
36%
-
-
-
-
-
-
-
-
-
1
1%
1%
1
0%
1%
1
2%
2%
-
-
-
-
-
76
100%
75
100%
56
100%
1
1
Error No.
4 days or more
SB
No.
%
28
70%
Error No.
10%
37
%
Error
No.
%
8%
68
58%
WB
Error No.
5%
Error No.
1
%
Error No.
-
51
%
56%
Total
Error No.
6%
184
%
60%
NB
Error No.
4%
46
%
64%
SB
Error No.
7%
33
%
67%
Error No.
9%
6
Total
SB
%
40
51%
6%
173
50%
3%
30
75%
10%
13
16%
4%
57
16%
2%
5
13%
4%
5%
26
33%
5%
117
34%
3%
5
13%
-
-
-
-
1
0%
1%
-
-
79
100%
Error No.
347 100%
20%
85
-
Combined
%
Error
No.
%
Error
66%
6%
1,252
59%
2%
1 to 3 days
4
10%
4%
6
11%
4%
14
12%
3%
16
18%
4%
40
13%
2%
4
5%
2%
5
10%
4%
-
-
-
9
7%
2%
264
12%
1%
7
18%
5%
12
21%
5%
35
30%
4%
24
26%
4%
78
26%
3%
22
30%
5%
11
22%
5%
3
33%
14%
36
27%
4%
626
29%
1%
1
3%
2%
1
2%
2%
1
1%
1%
-
-
-
3
1%
1%
-
-
-
-
-
-
-
-
-
-
-
-
7
0%
1%
Total
40 100%
56
100%
91
100%
72
100%
49
100%
9
100%
2,148
100%
No Response
1
1
118 100%
1
-
Total
How Often
4 days of more
No.
%
Error
1,490
60%
2%
1 to 3 days
289
12%
1%
706
28%
1%
11
0%
1%
Total
No Response
Source: DVRPC, 2006
2,496 100%
21
305 100%
3
-
-
-
130 100%
-
9
%
40 100%
1
Total
Error No.
226
64%
4%
30
9%
2%
4%
94
27%
2%
1%
2
1%
1%
352 100%
2
EB
%
-
67%
Error
Clements Bridge + Locust Grove
No.
EB
%
1
Error
-
Error No.
103 100%
%
105 100%
%
1
EB
66%
%
107 100%
Delsea + Cooper
NB
Error No.
108 100%
-
WB
9%
396 100%
%
EB
61%
-
Error No.
SB
7
135 100%
%
NB
46
-
%
Total
1 to 3 days
110 100%
%
Almonesson + Deptford Center
4 days or more
-
Error No.
Error No.
141 100%
1
%
No Response
%
250 100%
-
%
Total
46
-
Error No.
WB
%
110 100%
%
EB
No.
1
Error No.
NB
Error
No.
Total
Error No.
Total
%
Clements Bridge + Almonesson
NB
EB
Error No.
WB
Total
%
Error
No.
%
17
61%
11%
37
54%
9%
2
7%
4%
14
20%
3%
4%
9
32%
8%
18
26%
-
-
-
-
-
-
28 100%
-
69 100%
-
Error No.
%
Error
84
61%
7%
21
15%
4%
4%
32
23%
5%
-
-
-
-
137 100%
0
Q8: “Which of the following routes will be used to get to your next destination? (Check all that apply)”
Cooper + Hurffville
NB
No.
%
SB
Error No.
%
EB
Error No.
%
WB
Error
No.
%
Total
Error
No.
%
NB
Error
No.
SB
%
Error
No.
%
EB
Error
No.
%
Total
Error
No.
NB
%
Error
No.
%
EB
Error No.
%
WB
Error No.
%
Total
Error No.
%
Error
Deptford Center
13
9%
2%
9
7%
2%
7
8%
3%
4
5%
2%
33
7%
1%
23
13%
2%
25
13%
2%
19
12%
2%
67
13%
2%
30
11%
2%
30
13%
2%
26
11%
2%
86
12%
1%
Clements Bridge
21
14%
3%
14
11%
3%
10
11%
3%
9
10%
3%
54
12%
2%
31
18%
3%
32
16%
3%
29
19%
3%
92
17%
2%
82
30%
3%
84
36%
3%
53
23%
3%
219
30%
2%
Delsea
26
17%
3%
13
11%
3%
11
13%
3%
14
16%
4%
64
14%
2%
15
9%
2%
21
11%
2%
17
11%
2%
53
10%
1%
27
10%
2%
20
9%
2%
23
10%
2%
70
9%
1%
Almonesson
19
13%
3%
25
20%
3%
21
24%
4%
21
24%
4%
86
19%
2%
18
11%
2%
27
14%
2%
13
8%
2%
58
11%
2%
20
7%
2%
23
10%
2%
23
10%
2%
66
9%
1%
NJ 55
16
11%
2%
4
3%
2%
1
1%
1%
4
5%
2%
25
6%
1%
19
11%
2%
25
13%
2%
17
11%
2%
61
12%
2%
22
8%
2%
15
6%
2%
22
10%
2%
59
8%
1%
Cooper
9
6%
2%
13
11%
3%
21
24%
4%
18
21%
4%
61
14%
2%
16
9%
2%
7
4%
1%
14
9%
2%
37
7%
1%
16
6%
2%
11
5%
1%
10
4%
1%
37
5%
1%
Locust Grove
-
-
-
1
1%
1%
-
-
-
2
2%
2%
3
1%
1%
5
3%
1%
3
2%
1%
2
1%
1%
10
2%
1%
3
1%
1%
2
1%
1%
2
1%
1%
7
1%
1%
Hurffville
31
21%
3%
23
19%
3%
11
13%
3%
7
8%
3%
72
16%
2%
24
14%
3%
30
15%
2%
24
15%
3%
78
15%
2%
28
10%
2%
21
9%
2%
48
21%
3%
97
13%
1%
NJ 42
14
9%
2%
20
16%
3%
5
6%
2%
8
9%
3%
47
11%
2%
20
12%
2%
29
15%
2%
21
13%
3%
70
13%
2%
47
17%
2%
29
12%
2%
22
10%
2%
98
13%
1%
Total Responses
149
122
87
87
445
171
199
156
NB
SB
No.
%
Error
No.
Deptford Center
18
12%
3%
8
Clements Bridge
42
28%
4%
28
Delsea
19
13%
3%
11
%
EB
526
275
235
229
739
WB
Total
Error
No.
%
Error
No.
%
Error No.
7%
2%
18
21%
4%
26
30%
5%
23%
4%
67
77%
7%
60
69%
7%
9%
2%
25
29%
5%
22
25%
4%
NB
%
SB
%
Error
No.
Error No.
70
16%
2%
11
6%
2%
197
44%
3%
22
13%
2%
77
17%
2%
12
7%
EB
WB
Total
%
Error
No.
%
Error
No.
%
Error
22
11%
2%
25
16%
3%
20
4%
28
14%
2%
34
22%
3%
26
5%
2%
22
11%
2%
21
13%
3%
11
SB
No.
%
Error No.
%
1%
78
11%
1%
13
6%
1%
108
15%
2%
23
10%
2%
1%
65
9%
1%
9
4%
EB
Error
WB
No.
%
Error
2%
4
2%
2%
18
8%
1%
5
Total
No.
%
Error
No.
%
Error
1%
7
1%
1%
24
8%
2%
2%
35
5%
1%
76
27%
3%
2%
1%
18
2%
1%
32
11%
2%
Almonesson
36
24%
3%
41
34%
4%
35
40%
5%
38
44%
6%
150
34%
2%
21
12%
2%
42
21%
3%
32
21%
3%
30
6%
1%
124
17%
2%
10
4%
1%
8
3%
1%
16
2%
1%
34
12%
2%
NJ 55
12
8%
2%
10
8%
2%
13
15%
3%
36
41%
5%
71
16%
2%
20
12%
2%
27
14%
2%
46
29%
4%
33
6%
1%
125
17%
2%
4
2%
1%
4
2%
1%
3
0%
1%
11
4%
1%
Cooper
25
17%
3%
12
10%
3%
36
41%
5%
40
46%
6%
113
25%
2%
11
6%
2%
22
11%
2%
8
5%
2%
14
3%
1%
55
8%
1%
6
3%
1%
9
4%
1%
51
7%
1%
66
23%
3%
Locust Grove
5
3%
2%
6
5%
2%
10
11%
3%
7
8%
3%
28
6%
1%
1
1%
1%
2
1%
1%
4
3%
1%
7
1%
1%
14
2%
1%
3
1%
1%
4
2%
1%
1
0%
1%
8
3%
1%
Hurffville
9
6%
2%
8
7%
2%
17
20%
4%
10
11%
3%
44
10%
2%
12
7%
2%
17
9%
2%
10
6%
2%
14
3%
1%
53
7%
1%
7
3%
1%
7
3%
1%
2
0%
1%
16
6%
1%
NJ 42
22
15%
3%
24
20%
3%
44
51%
6%
28
32%
5%
118
27%
2%
16
9%
2%
22
11%
2%
29
19%
3%
29
6%
1%
95
13%
1%
8
3%
1%
5
2%
1%
4
1%
1%
17
6%
2%
Total Responses
188
148
265
267
868
126
204
Delsea + Cooper
NB
SB
209
717
83
EB
WB
Total
NB
SB
Error No.
%
EB
No.
%
Error
No.
%
Error
No.
%
Error
No.
%
Error
No.
%
Error
No.
%
3
4%
2%
5
4%
2%
25
9%
2%
12
6%
2%
45
7%
1%
9
7%
2%
7
6%
2%
1
Clements Bridge
10
12%
3%
12
11%
3%
49
18%
2%
32
17%
3%
103
15%
2%
20
16%
3%
18
17%
3%
2
Delsea
24
28%
5%
34
30%
4%
41
15%
2%
36
19%
3%
135
20%
2%
23
18%
3%
20
18%
3%
5
Deptford Center
184
Error No.
Combined
Total
%
Error
No.
%
Error
No.
%
Error
4%
3%
17
7%
2%
420
9%
1%
8%
5%
40
15%
2%
889
20%
1%
21%
7%
48
18%
2%
544
12%
1%
1%
Almonesson
5
6%
2%
13
12%
3%
41
15%
2%
22
12%
2%
81
12%
1%
37
29%
4%
27
25%
4%
8
33%
9%
71
27%
3%
670
15%
NJ 55
10
12%
3%
10
9%
2%
16
6%
2%
7
4%
1%
43
6%
1%
9
7%
2%
8
7%
2%
1
4%
3%
17
7%
2%
412
9%
1%
Cooper
17
20%
4%
20
18%
3%
65
23%
3%
63
33%
3%
165
25%
2%
12
9%
2%
9
8%
2%
2
8%
5%
23
9%
2%
557
12%
1%
Locust Grove
1
1%
1%
1
1%
1%
2
1%
1%
2
1%
1%
6
1%
1%
4
3%
2%
3
3%
2%
2
8%
5%
9
3%
1%
85
2%
1%
Hurffville
5
6%
2%
6
5%
2%
20
7%
2%
7
4%
1%
38
6%
1%
3
2%
1%
5
5%
2%
-
-
-
8
3%
1%
406
9%
1%
NJ 42
10
12%
3%
12
11%
3%
19
7%
2%
10
5%
2%
51
8%
1%
12
9%
2%
12
11%
3%
3
13%
6%
27
10%
2%
523
12%
1%
Total Responses
85
Source: DVRPC, 2006
113
278
191
667
129
109
24
260
4,506 100%
64
137
284
Q8: “Which of the following routes will be used to get to your next destination? (check all that apply)”
Total
Route
Deptford Center
Clements Bridge
Delsea
No.
%
Error
501
10%
1%
1,041 20%
631 12%
1%
1%
Almonesson
784
15%
NJ 55
463
9%
1%
Cooper
658
13%
1%
Locust Grove
100
2%
1%
Hurffville
479
9%
1%
NJ 42
605
11%
1%
Total Responses
1%
5,262
Q9: “It will take about [how many?] minutes to travel from the survey location (where you received this card) to the next destination.”
Hours
Ending
Start Location
Under 10 minutes
8:00A, 10 to 19 minutes
10:00A
30 to 39 minutes
40 or more minutes
Under 10 minutes
12:00, 20 to 29 minutes
1:00P 30 to 39 minutes
40 or more minutes
Under 10 minutes
10
to 19 minutes
2:00P,
3:00P, 20 to 29 minutes
40 or more minutes
Under 10 minutes
40 or more minutes
Total
No Response
Cooper + Hurffville
No.
%
Error
16
14
7
3
1
16
19
5
2
8
7
1
1
10
18
9
1
1
12%
10%
5%
2%
1%
12%
14%
4%
1%
6%
5%
1%
1%
7%
13%
6%
1%
1%
139
100%
8
3%
2%
2%
1%
1%
3%
3%
2%
1%
2%
2%
1%
1%
2%
3%
2%
1%
1%
Center
Bridge
Almonesson
No.
%
Error No.
%
Error No.
%
Error
12
11
12
2
2
6
11
5
2
12
15
4
2
1
15
13
8
5
2
9%
8%
9%
1%
1%
4%
8%
4%
1%
9%
11%
3%
1%
1%
11%
9%
6%
4%
1%
140
100%
13
2%
2%
2%
1%
1%
2%
2%
2%
1%
2%
2%
2%
1%
1%
2%
2%
2%
2%
1%
16
24
22
4
11
14
13
5
6
3
12
11
4
2
1
16
36
12
2
5
7%
11%
10%
2%
5%
6%
6%
2%
3%
1%
5%
5%
2%
1%
0%
7%
16%
5%
1%
2%
219
100%
12
2%
2%
2%
1%
2%
2%
2%
1%
1%
1%
2%
2%
1%
1%
1%
2%
2%
2%
1%
1%
33
25
14
16
2
12
21
6
1
11
15
3
1
14
31
11
7
5
14%
11%
6%
7%
1%
5%
9%
3%
0%
5%
7%
1%
0%
6%
14%
5%
3%
2%
228
100%
9
2%
2%
2%
2%
1%
2%
2%
1%
1%
2%
2%
1%
1%
2%
2%
2%
1%
1%
Almonesson +
Deptford Center
No.
%
Error
17
16
10
10
2
15
16
2
3
2
6
14
8
1
1
21
26
7
4
2
9%
9%
5%
5%
1%
8%
9%
1%
2%
1%
3%
8%
4%
1%
1%
11%
14%
4%
2%
1%
183
100%
7
2%
2%
2%
2%
1%
2%
2%
1%
1%
1%
1%
2%
2%
1%
1%
2%
2%
2%
1%
1%
Clements Bridge +
Locust Grove
No.
%
Error
4
9
2
3
2
10
9
2
1
2
4
2
3
2
11
2
-
6%
13%
3%
4%
3%
15%
13%
3%
1%
3%
6%
3%
4%
3%
16%
3%
-
68
100%
5
3%
4%
2%
2%
2%
4%
4%
2%
2%
2%
3%
2%
2%
2%
4%
2%
-
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
No.
Total
%
Error
9
19
5
5
2
20
21
5
4
2
14
14
6
1
23
21
9
3
2
5%
10%
3%
3%
1%
11%
11%
3%
2%
1%
8%
8%
3%
1%
12%
11%
5%
2%
1%
7
11
11
1
2
9
2
3
1
6
8
2
11
9
2
1
1
8%
13%
13%
1%
2%
10%
2%
3%
1%
7%
9%
2%
13%
10%
2%
1%
1%
114
129
83
44
24
102
112
33
19
10
73
86
25
12
5
112
165
60
23
18
9%
10%
7%
4%
2%
8%
9%
3%
2%
1%
6%
7%
2%
1%
9%
13%
5%
2%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
185
100%
11
87
100%
10
2%
2%
1%
1%
1%
2%
2%
1%
1%
1%
2%
2%
1%
1%
2%
2%
2%
1%
1%
Median
10
10
15
10
10
10
10
10
Average
12.9
14.6
17.1
14.5
13.8
14.7
14.0
13.3
Source: DVRPC, 2006
3%
3%
3%
1%
2%
3%
2%
2%
1%
2%
3%
2%
3%
3%
2%
1%
1%
1,249 100%
75
Q9: “It will take about [how many?] minutes to travel from the survey location (where you received this card) to the next destination.”
Start Location
Under 10 minutes
10 to 19 minutes
20 to 29 minutes
30 to 39 minutes
40 or more minutes
Total
NR
No.
Total
%
Error
712
967
390
166
114
30%
41%
17%
7%
5%
1%
2%
1%
1%
1%
2,349
100%
168
Hours
Ending
Start Location
Under 10 minutes
12:00, 20 to 29 minutes
1:00P
30 to 39 minutes
40 or more minutes
Under 10 minutes
40 or more minutes
Under 10 minutes
10
to 19 minutes
5:00P,
40 or more minutes
Total
No Response
Cooper + Hurffville
No.
%
Error
6
16
5
2
10
17
4
1
3
13
2
1
8%
20%
6%
3%
13%
21%
5%
1%
4%
16%
3%
1%
80
100%
6
3%
4%
2%
2%
3%
4%
2%
1%
2%
4%
2%
1%
Center
Bridge
Almonesson
No.
%
Error No.
%
Error No.
%
Error
11
17
3
1
7
15
2
1
2
9
14
5
3
4
12%
18%
3%
1%
7%
16%
2%
1%
2%
10%
15%
5%
3%
4%
94
100%
4
3%
4%
2%
1%
2%
3%
2%
1%
2%
3%
3%
2%
2%
2%
3
19
7
2
9
15
5
3
16
16
7
6
4
3%
17%
6%
2%
8%
13%
4%
3%
14%
14%
6%
5%
4%
112
100%
11
2%
3%
2%
1%
2%
3%
2%
2%
3%
3%
2%
2%
2%
10
11
12
2
1
12
25
5
2
1
19
24
10
7
4
7%
8%
8%
1%
1%
8%
17%
3%
1%
1%
13%
17%
7%
5%
3%
145
100%
15
2%
2%
2%
1%
1%
2%
3%
2%
1%
1%
3%
3%
2%
2%
1%
Almonesson +
Deptford Center
No.
%
Error
9
19
11
4
1
16
26
9
6
2
12
18
9
5
3
6%
13%
7%
3%
1%
11%
17%
6%
4%
1%
8%
12%
6%
3%
2%
150
100%
8
2%
3%
2%
1%
1%
2%
3%
2%
2%
1%
2%
2%
2%
2%
1%
Clements Bridge +
Locust Grove
No.
%
Error
4
8
3
7
8
5
1
8
15
1
2
6%
13%
5%
11%
13%
8%
2%
13%
24%
2%
3%
62
100%
3
3%
4%
2%
4%
4%
3%
2%
4%
5%
2%
2%
Delsea + Cooper
No.
%
Error
8
10
1
4
19
18
5
3
3
17
12
3
2
2
7%
9%
1%
4%
18%
17%
5%
3%
3%
16%
11%
3%
2%
2%
107
100%
4
2%
3%
1%
2%
3%
3%
2%
2%
2%
3%
3%
2%
1%
1%
Almonesson +
Caulfield
No.
%
Error
6
2
1
1
1
3
1
3
8
3
1
-
20%
7%
3%
3%
3%
10%
3%
10%
27%
10%
3%
-
30
100%
3
Median
10
10
10
10
15
10
10
13
Average
12.9
14.8
15.4
14.3
15.4
12.7
12.9
13.8
Source: DVRPC, 2006
6%
4%
3%
3%
3%
5%
3%
5%
7%
5%
3%
-
No.
Total
%
Error
57
102
43
14
4
81
127
36
16
9
87
120
40
24
20
7%
13%
6%
2%
1%
10%
16%
5%
2%
1%
11%
15%
5%
3%
3%
1%
1%
1%
1%
1%
1%
2%
1%
1%
1%
1%
1%
1%
1%
1%
780
100%
54
Q9A TRAVEL TIME FROM START LOCATION TO NEXT DESTINATION
Hours
Ending
Time Traveled
10-19 minutes
20-29 minutes
8:00A,
10:00A 40-49 minutes
50 minutes or more
60-69 minutes
70 or more minutes
10-19 minutes
20-29 minutes
11:00A,
30-39 minutes
12:00,
1:00P 40-49 minutes
50 minutes or more
60-69 minutes
70 or more minutes
10-19 minutes
20-29 minutes
2:00P,
30-39 minutes
3:00P,
4:00P 40-49 minutes
50 minutes or more
60-69 minutes
70 or more minutes
10-19 minutes
20-29 minutes
5:00P,
30-39 minutes
6:00P,
7:00P 40-49 minutes
50-59 minutes
60-69 minutes
70 or more minutes
Total
No Response
Median
Average
Source: DVRPC, 2006
Cooper + Hurffville
No.
%
Error
6
6
15
7
5
1
1
5
12
13
3
3
2
1
5
5
2
3
1
1
9
16
5
3
1
2
1
4%
4%
11%
5%
4%
1%
1%
4%
9%
10%
2%
2%
1%
1%
4%
4%
1%
2%
1%
1%
7%
12%
4%
2%
1%
1%
1%
134
100%
13
21
29.3
2%
2%
3%
2%
2%
1%
1%
2%
2%
2%
1%
1%
1%
1%
2%
2%
1%
1%
1%
1%
2%
3%
2%
1%
1%
1%
1%
Center
Bridge
No.
%
Error
No.
%
Error
2
7
9
8
4
5
2
1
3
5
10
2
2
2
1
8
7
9
5
1
2
1
9
9
6
6
1
5
6
1%
5%
7%
6%
3%
4%
1%
1%
2%
4%
7%
1%
1%
1%
1%
6%
5%
7%
4%
1%
1%
1%
7%
7%
4%
4%
1%
4%
4%
138
100%
15
30
31.9
1%
2%
2%
2%
2%
2%
1%
1%
1%
2%
2%
1%
1%
1%
1%
2%
2%
2%
2%
1%
1%
1%
2%
2%
2%
2%
1%
2%
2%
4
10
17
19
12
5
4
5
4
10
5
5
7
5
1
2
7
8
7
3
1
1
3
2
8
15
16
13
3
8
4
2%
5%
8%
9%
6%
2%
2%
2%
2%
5%
2%
2%
3%
2%
0%
1%
3%
4%
3%
1%
0%
0%
1%
1%
4%
7%
7%
6%
1%
4%
2%
214
100%
17
30
33.8
1%
2%
2%
2%
2%
1%
1%
1%
1%
2%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
2%
2%
2%
1%
1%
1%
Clements Bridge +
Almonesson
No.
%
Error
Almonesson +
Deptford Center
No.
%
Error
9
23
25
18
8
5
1
1
3
8
8
10
3
5
1
1
3
5
9
8
4
1
8
11
13
10
10
6
4
6
4%
10%
11%
8%
4%
2%
0%
0%
1%
4%
4%
4%
1%
2%
0%
0%
1%
2%
4%
4%
2%
0%
4%
5%
6%
4%
4%
3%
2%
3%
4
12
12
12
3
6
6
2
7
15
5
1
2
2
4
2
2
8
4
7
1
4
1
12
14
14
8
5
3
4
2%
7%
7%
7%
2%
3%
3%
1%
4%
8%
3%
1%
1%
1%
2%
1%
1%
4%
2%
4%
1%
2%
1%
7%
8%
8%
4%
3%
2%
2%
227
100%
10
25
28.7
182
100%
8
27
31.6
1%
2%
2%
2%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
2%
2%
1%
1%
1%
1%
1%
1%
2%
2%
2%
1%
1%
1%
1%
2%
2%
1%
1%
1%
1%
1%
1%
1%
2%
1%
2%
1%
1%
1%
2%
2%
2%
2%
1%
1%
1%
Clements Bridge +
Locust Grove
No.
%
Error
3
2
6
3
5
1
3
5
5
7
1
1
1
1
2
3
2
1
1
2
4
3
4
1
1
-
4%
3%
9%
4%
7%
1%
4%
7%
7%
10%
1%
1%
1%
1%
3%
4%
3%
1%
1%
3%
6%
4%
6%
1%
1%
-
68
100%
5
28
27.5
2%
2%
3%
2%
3%
2%
2%
3%
3%
3%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
3%
2%
3%
2%
2%
-
Delsea + Cooper
No.
%
Error
Almonesson +
Caulfield
No.
%
Error
No.
Total
%
Error
5
7
5
14
3
1
2
2
6
18
11
6
4
2
4
1
5
8
9
7
2
1
2
7
13
11
10
6
3
3
5
3%
4%
3%
8%
2%
1%
1%
1%
3%
10%
6%
3%
2%
1%
2%
1%
3%
4%
5%
4%
1%
1%
1%
4%
7%
6%
5%
3%
2%
2%
3%
1
4
14
8
2
1
1
3
5
2
2
1
1
1
2
3
5
4
2
2
10
6
2
2
1
1
1%
5%
16%
9%
2%
1%
1%
3%
6%
2%
2%
1%
1%
1%
2%
3%
6%
5%
2%
2%
12%
7%
2%
2%
1%
1%
34
71
103
89
42
23
17
11
26
68
64
48
22
20
12
9
16
41
51
43
27
6
6
8
21
74
88
66
52
20
27
27
3%
6%
8%
7%
3%
2%
1%
1%
2%
6%
5%
4%
2%
2%
1%
1%
1%
3%
4%
3%
2%
0%
0%
1%
2%
6%
7%
5%
4%
2%
2%
2%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
183
100%
13
23
27.9
86
100%
11
20
23.9
1,232
100%
92
1%
2%
1%
2%
1%
1%
1%
1%
1%
2%
2%
1%
1%
1%
1%
1%
1%
2%
2%
2%
1%
1%
1%
2%
2%
2%
2%
1%
1%
1%
1%
1%
2%
4%
3%
2%
1%
1%
2%
2%
2%
2%
1%
1%
1%
2%
2%
2%
2%
2%
2%
3%
3%
2%
2%
1%
1%
Q9A TRAVEL TIME FROM START LOCATION TO NEXT DESTINATION
SATURDAY RANDOM SAMPLE
Hours
Ending
Start Location
10-19 minutes
20-29 minutes
11:00A,
12:00, 30-39 minutes
1:00P 40-49 minutes
50 minutes or more
60-69 minutes
70 or more minutes
10-19 minutes
20-29 minutes
2:00P,
30-39 minutes
3:00P,
4:00P 40-49 minutes
50 minutes or more
60-69 minutes
70 or more minutes
10-19 minutes
20-29 minutes
5:00P,
30-39 minutes
6:00P,
7:00P 40-49 minutes
50-59 minutes
60-69 minutes
70 or more minutes
Total
No Response
Median
Average
Source: DVRPC, 2006
Cooper + Hurffville
No.
%
Error
4
3
9
6
3
2
11
7
11
2
1
1
7
4
2
2
1
2
5%
4%
12%
8%
4%
3%
14%
9%
14%
3%
1%
1%
9%
5%
3%
3%
1%
3%
78
100%
8
23.5
26
2%
2%
3%
3%
2%
2%
4%
3%
4%
2%
1%
1%
3%
2%
2%
2%
1%
2%
Center
Bridge
No.
%
Error
No.
%
Error
1
8
9
8
4
1
4
10
6
4
1
2
1
7
9
7
2
2
2
3
1%
9%
10%
9%
4%
1%
4%
11%
7%
4%
1%
2%
1%
8%
10%
8%
2%
2%
2%
3%
91
100%
7
25
31.5
1%
3%
3%
3%
2%
1%
2%
3%
2%
2%
1%
2%
1%
3%
3%
3%
2%
2%
2%
2%
1
7
8
6
5
2
2
1
6
9
7
4
2
2
3
9
10
11
5
2
5
3
1%
6%
7%
5%
5%
2%
2%
1%
5%
8%
6%
4%
2%
2%
3%
8%
9%
10%
5%
2%
5%
3%
110
100%
13
25
29.3
1%
2%
2%
2%
2%
1%
1%
1%
2%
2%
2%
2%
1%
1%
2%
2%
3%
3%
2%
1%
2%
2%
Clements Bridge +
Almonesson
No.
%
Error
Almonesson +
Deptford Center
No.
%
Error
4
6
7
7
5
3
2
2
4
11
16
4
8
2
1
13
15
17
3
3
4
6
3%
4%
5%
5%
3%
2%
1%
1%
3%
8%
11%
3%
6%
1%
1%
9%
10%
12%
2%
2%
3%
4%
4
16
10
6
4
2
2
3
11
7
15
6
3
6
8
1
8
13
8
10
2
2
2
3%
11%
7%
4%
3%
1%
1%
2%
7%
5%
10%
4%
2%
4%
5%
1%
5%
9%
5%
7%
1%
1%
1%
143
100%
17
24.5
29
149
100%
9
30
34
1%
2%
2%
2%
2%
1%
1%
1%
1%
2%
2%
1%
2%
1%
1%
2%
2%
3%
1%
1%
1%
2%
1%
2%
2%
2%
1%
1%
1%
1%
2%
2%
2%
2%
1%
2%
2%
1%
2%
2%
2%
2%
1%
1%
1%
Clements Bridge +
Locust Grove
No.
%
Error
5
2
6
1
3
5
4
4
3
2
1
8
8
5
3
-
8%
3%
10%
2%
5%
8%
7%
7%
5%
3%
2%
13%
13%
8%
5%
-
60
100%
5
20
24.6
3%
2%
3%
2%
3%
3%
3%
3%
3%
2%
2%
4%
4%
3%
3%
-
Delsea + Cooper
No.
%
Error
2
7
6
3
2
1
2
4
13
9
11
2
2
4
3
3
14
4
4
3
1
3
2
2%
7%
6%
3%
2%
1%
2%
4%
12%
9%
10%
2%
2%
4%
3%
3%
13%
4%
4%
3%
1%
3%
2%
105
100%
6
20
30
1%
2%
2%
2%
1%
1%
1%
2%
3%
3%
3%
1%
1%
2%
2%
2%
3%
2%
2%
2%
1%
2%
1%
Almonesson +
Caulfield
No.
%
Error
1
5
2
1
1
1
3
1
1
3
4
3
3
1
-
3%
17%
7%
3%
3%
3%
10%
3%
3%
10%
13%
10%
10%
3%
-
30
100%
3
21
25.6
3%
6%
4%
3%
3%
3%
5%
3%
3%
5%
5%
5%
5%
3%
-
No.
Total
%
13
45
59
46
24
12
10
7
15
62
65
58
27
11
15
15
12
69
67
57
31
11
17
18
2%
6%
8%
6%
3%
2%
1%
1%
2%
8%
8%
8%
4%
1%
2%
2%
2%
9%
9%
7%
4%
1%
2%
2%
766
100%
68
Error
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
1%
Q10: “The next destination is approximately [how many?] miles from this survey location?”
Cooper + Hurffville
NB
SB
No.
%
1-2
13
18%
4%
2-5
29
40%
6%
5-10
19
26%
5%
10 or more
12
16%
4%
Total
73
100%
No Response
Error No.
EB
WB
39%
7%
13
27%
6%
51
23%
3%
51 23%
3%
30
28% 4%
15
21% 4%
60
21%
3%
39
28%
4%
30
28%
4%
21
21%
4%
90
26%
2%
5% 15
33%
6%
18
37%
7%
86
39%
3%
22 33%
6%
32
29% 4%
21
30% 5%
75
29%
3%
42
31%
4%
35
33%
4%
33
33%
5% 110
32%
3%
17
31%
8% 10
22%
5%
14
29%
6%
60
27%
3%
17 26%
5%
24
22% 4%
25
35% 5%
66
30%
3%
22
16%
3%
25
23%
4%
27
27%
4%
74
22%
2%
7
13%
5%
3
7%
3%
4
8%
3%
26
12%
2%
12 18%
4%
23
21% 4%
10
14% 4%
45
21%
3%
34
25%
4%
17
16%
3%
18
18%
3%
69
20%
2%
99
100%
NB
SB
66 100%
109 100%
10
3
1
Total
NB
SB
%
Error No.
72 100%
%
Error No.
246 100%
1
%
Error No.
137 100%
5
%
Error No.
107 100%
4
2
%
Error
4%
95
25%
2%
13
25%
5%
33
31%
4%
22
21%
4%
19
24%
4%
87
25%
2%
14
36%
7%
10
36%
8%
16
24%
5%
40
30%
4%
2-5
19
26%
5%
24 33%
5%
31
29%
4%
38
29%
4% 112
29%
2%
18
35%
6%
28
27%
4%
24
23%
4%
18
23%
4%
88
26%
2%
8
21%
6%
5
18%
6%
27
40%
6%
40
30%
4%
5-10
17
23%
4%
20 27%
5%
29
27%
4%
28
21%
3%
94
24%
2%
10
19%
5%
26
25%
4%
31
30%
4%
25
32%
5%
92
27%
2%
12
31%
7%
9
32%
8%
18
27%
5%
39
29%
4%
10 or more
11
15%
4%
19 26%
5%
26
24%
4%
29
22%
3%
85
22%
2%
11
21%
5%
18
17%
3%
27
26%
4%
17
22%
4%
73
21%
2%
5
13%
5%
4
14%
6%
6
9%
3%
15
11%
3%
Total
74 100%
52
100%
79
100%
39
100%
28
100%
67
100%
NB
SB
1
Delsea + Cooper
Error No.
340 100%
1
%
9
Error No.
2
WB
19%
6%
18
34%
6%
26
22%
4%
21
24%
4%
72
24%
3%
15
21%
4%
9
18%
5%
-
-
24
19%
3%
519
25%
1%
33%
7%
16
30%
6%
54
46%
5%
34
38%
5%
116 39%
3%
20
29%
4%
20
41%
7%
2
25%
13% 42
33%
4%
669
32%
1%
5-10
11
31%
7%
9
17%
5%
19
16%
3%
17
19%
4%
56
19%
2%
25
36%
5%
11
22%
5%
4
50%
18% 40
30%
4%
521
25%
1%
5%
10
19%
5%
19
16%
3%
17
19%
4%
52
18%
2%
10
14%
5%
9
18%
5%
2
25%
13% 21
17%
3%
385
18%
1%
8
100%
No Response
53 100%
4
3
118 100%
2
90 100%
296 100%
2
Miles
Total
No.
%
Error
1-2
599
25%
1%
2-5
774
32%
1%
5-10
614
25%
1%
10 or more
442
18%
1%
2,429
100%
Total
No Response
88
Source: DVRPC, 2006
11
Error No.
%
70 100%
2
Error No.
%
49 100%
0
Error No.
%
Combined
Total
7
17%
%
EB
12
100%
Error No.
SB
2-5
6
%
NB
1-2
36
Error No.
Total
1
Error No.
-
%
127 100%
3
Error
No.
%
2,094 100%
64
%
0
%
10 or more
%
Error No.
EB
Error No.
%
No.
Total
%
104 100%
Error No.
Error
Error No.
%
Total
28%
3
%
WB
37
105 100%
Error No.
EB
4%
4
%
SB
20%
11
Error No.
Total
21
386 100%
%
Clements Bridge + Locust Grove
WB
4%
3
Error No.
11
10 14%
132 100%
%
343 100%
5
5%
4
Error No.
Error
%
107 100%
%
%
36%
2
Error No.
Error No.
27
73 100%
%
EB
%
No.
2
Error No.
Error No.
WB
%
%
1-2
No Response
Error No.
EB
Error No.
Total
5% 18
223 100%
%
WB
44%
2
Error No.
EB
13%
49 100%
%
NB
7
1
Error No.
Total
24
46 100%
%
EB
%
5
Error No.
SB
Error No.
55 100%
%
NB
%
2
Error No.
Total
2
Error No.
134 100%
4
Q11: “Where will you park in Deptford? (check all that apply)”
Parking Lot
Deptford Mall
Sams Club
Old Navy
BJ's
Marshalls
Pathmark
Other
Not Applicable
Kmart
Total Responses
No.
%
Error
870
339
237
344
174
316
740
408
277
23%
9%
6%
9%
5%
9%
20%
11%
7%
1%
1%
1%
1%
1%
1%
1%
1%
1%
3,703
Parking Lot
Deptford Mall
Sams Club
Old Navy
BJ's
Marshalls
Pathmark
Other
Not Applicable
Kmart
Total Responses
No.
%
Error
995
397
281
392
201
377
868
450
339
23%
9%
7%
9%
5%
9%
20%
10%
8%
1%
1%
1%
1%
1%
1%
1%
1%
1%
4,300
Q12A: “Are you aware of public transit in this area?”
No.
%
Error
Yes
884
42%
1%
No
1,232
58%
2%
Total
2,116
100%
No Response
42
No.
%
Error
Yes
1,059
43%
1%
No
1,399
57%
2%
Total
2,458
100%
No Response
Source: DVRPC, 2006
59
Q12B: “If yes, have you used it?”
No.
%
Error
Yes
52
7%
1%
No
718
93%
3%
Total
770
100%
No Response
114
No.
%
Error
Yes
69
7%
1%
No
858
93%
3%
Total
927
100%
No Response
132
Q13A: “If available, would you use a shuttle bus to travel (see map) to this area?”
No.
%
Error
Yes
327
16%
1%
No
1,682
84%
2%
Total
2,009
100%
No Response
149
Yes
No.
%
Error
384
16%
1%
2%
No
1,944
84%
Total
2,328
100%
No Response
Source: DVRPC, 2006
189
Q13B: “…or within this area?”
No.
%
Error
Yes
378
25%
1%
No
1,146
75%
2%
Total
1,524
100%
No Response
634
No.
%
Error
Yes
437
25%
1%
No
1,313
75%
2%
Total
1,750
100%
No Response
767
Q14: “Are you [which sex?]”
Sex
Male
No.
%
Error
828
40%
1%
Female
1,258
60%
2%
Total
2,086 100%
No Response
72
Sex
Male
No.
%
Error
942
39%
2%
2%
Female
1,473
61%
Total
2,415
100%
No Response
Source: DVRPC, 2006
102
Q15: “What is your household income per year?”
Income
No.
%
Error
Under $10,000
44
2%
1%
$10,000 - $35,000
295
15%
1%
$35,000 - $75,000
605
31%
1%
$75,000 - $100,000
352
18%
1%
$100,000 or more
324
17%
1%
Prefer not to answer
338
17%
1%
Total
1,958 100%
No Response
200
Income
No.
%
Error
Under $10,000
56
2%
1%
$10,000 - $35,000
356
16%
1%
$35,000 - $75,000
706
31%
1%
$75,000 - $100,000
389
17%
1%
$100,000 or more
367
16%
1%
Prefer not to answer
400
18%
1%
Total
2,274 100%
No Response
243
Q16: “Are you [which employment status?] (check all that apply)”
No.
%
Error
Employed Full-Time
Employed Part-Time
Retired
Currently Unemployed
Homemaker
Student
Employment
1,285
271
368
36
206
93
57%
12%
16%
2%
9%
4%
2%
1%
1%
1%
1%
1%
Total Responses
2,259 100%
No.
%
Error
Employed Full-Time
Employed Part-Time
Retired
Currently Unemployed
Homemaker
Student
Employment
1,503
312
421
42
235
105
57%
12%
16%
2%
9%
4%
2%
1%
1%
1%
1%
1%
Total Responses
2,618
Source: DVRPC, 2006
Appendix III: Intersection Improvements
Title of Report:
Route 55- Deptford Traffic Study
Publication No.: 06027
Date Published: June 2006
Geographic Area Covered:
The study area includes the northeastern section of Deptford Township in Gloucester County NJ.
Key Words:
Level of service, traffic volume, retail, origin/destination study, travel forecasting, shuttle bus,
pedestrian facilities, employment centers, transit service, crashes, journey-to-work
ABSTRACT: This is a traffic study of the retail area of Deptford Township in Gloucester County.
It includes an origin-destination survey to determine travel characteristics at and around the
regional retail center in the Deptford Mall area.
It also includes future year analysis of the
proposed Route 55 interchange extension that would connect NJ 55 directly with Clements
Bridge Road via Greenbriar Court. Short term improvements to the highway infrastructure that
could alleviate congestion at key locations were also identified.
Delaware Valley Regional Planning Commission
190 North Independence Mall West
8th Floor
Philadelphia, PA 19106-1520
Phone:
Fax:
Internet:
215-592-1800
215-592-9125
www.dvrpc.org
Staff contacts:
David Anderson, Project Manager
Brad Gudzinas, Transportation Planner
Justin Jarboe, Transportation Intern
Direct phone:
215-238-2825
215-238-2944
E-mail:
danderson@dvrpc.org
bgudzinas@dvrpc.org
jjarboe@dvrpc.org

Route 55- Deptford Traffic Study

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