HomeMy WebLinkAboutTraffic Assessment of Existing Cross Sound Ferry
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TRAFFIC ASSESSMENT
OF EXISTING
CROSS SOUND FERRY
SOUTHOLD, NEW YORK
Prepared for:
CROSS SOUND FERRY, INC.
Prepared by:
DUNN ENGINEERING ASSOCIATES
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T able of Contents
L INTROOUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
A. Purpose of Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . 2
B. Historical Perspective ..................................... 2'
C. Study Procedures ........................................ 3
II.
TRANSPORTATION: EXISTING CONDITIONS
5
A Existing Transportation Services . . 6
1. Description of Access for the Site and Internal Road Circulation 7
2. Route 25. Existing Conditions . . . . 8
Description .......... 8
. New York State DOT Volume Data 8
. Summer Volume Data. . . . . . 8
. Cross Sound Ferry Services Traffic versus Background Traffic 10
Vehicle Mix. Route 25 .................. 15
3. Surveillance System (SASS) Data
from the Intersection of NYS Route 25 and Main Street
(Greenport) to the Eastern End of Route 25 ..... 16
4. 7 Day Traffic Volume Counts for Route 25 Immediately
West of Site . . . . . . 20
5. Availability of Public Transportation 30
6. Cross Sound Ferry Services . . . . 32
Transportation Link . . . . . . 32
Cross Sound Ferry Services Schedules 32
. Vehicle Data 36
Peak Hours of Use . . . . . . . . . 37
. Auto Vessel/High Speed Vessel . . . 44
. Sources of Existing Traffic, Cross Sound Ferry Services 45
7. Existing Level of Service and Carrying Capacity on
Route 25 East of the Intersection of NYS Route 25 and
Main Street (Greenport) to the Eastern End of Route 25 47
. Levels of Service Descriptions 47
Existing Levels of Service . . . . . . . . . . . . 48
. Seasonal Variation . . . . . . . . . . . . . . . 51
8. Assessment of the Potential of Uninterrupted Traffic Flow Along
Route 25 Resulting from Vehicles Unloading at the Orient Terminal 51
9. Methods of Handling Traffic Flow During Unloading Process 53
10. Cross Sound Ferry Services, Inc. Growth. 53
11 . Parking Considerations . . . . . . . . . . . . . . . . . 54
B. Description of Pedestrian/Cycling Activity Safety from the
Intersection of NYS Route 25 and Main Street (Greenport) to
the Eastern End of Route 25 56
Non-Motorist Activity
57
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Dunn2/95125.00. Cross Sound Ferry
File: Toc.wpd
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Table of Contents (Cont'd.l
III.
TRANSPORTATION: SUMMARY
59
IV.
APPENDIX
62
TRAFFIC VOLUME COUNTS
New York State Traffic Volume Counts
1996 Dunn Engineering Traffic Volume Counts
Route 25 East of Main Street. Greenport: Friday, August 16, 1996 to
Friday, AU9ust 23, 1996
Route 25 West of Tabor Road. Orient: Friday, August 16, 1996 to
Friday, August 23, 1996
Route 25 East of Narrow River Road, Orient: Friday, August 16, 1996 to
Friday, August 23, 1996
Route 25 West of Cross Sound Ferry Terminal, Orient: Friday, August
16, 1996 to Friday, August 23, 1996
ACCIDENT DATA
1991 to 1995: State Accident Surveillance System Accident Summaries
1996-1998 Reportable Accident Descriptions
CAPACITY ANALYSIS
Route 25, Main Street to East Marion Orient Park, 1998 Capacity Analysis
Route 25, East Marion Orient Park to Narrow River Road, 1998 Capacity
Analysis
Route 25, Narrow River Road to Eastern Terminus, 1998 Capacity Analysis
ROUTE 25, NON-MOTORIZED COUNT SUMMARY
Dunn2/95125.00. Cross Sound Ferry
File: Toc.wpd
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Table of Contents (Cont'd.l
Table 1
Table 2
Table 3
Table 4
Table 5
Table 6
Table 7
Table 8
Table 9
Table 10
Table 11
List of Tables
Vehicle Mix 15
Accident Summary 16
Accident Rates 1 7
Reportable Accidents 18
Long Island Rail Road Schedule . 31
Approximate Departure Time from Orient Point - Cross Sound Ferry 33
Approximate Arrival Time to Orient Point - Cross Sound Ferry 34
Schedule of High Speed Passenger Service: Sea-Jet,
April 3 through November 29, 1998 . . . . . . . . . . . 35
Vehicular Occupancy High Speed Vessel . . . . . . . . . 36
Ridership Information: Orient Point Auto/Passenger Service to New London 46
Capacity Analysis Results for NYS Route 25. . . . . . . . . . . . . . . 49
Ounn2/95125.00. Cross Sound Ferry
File: Toc.wpd
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Table of Contents (Cont'd.)
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Figure g
Figure 10
Figure 11
Figure 1 2
Figure 1 3
Figure 14
Figure 1 5
Figure 16
Figure 1 7
Figure 18
Figure 1 9
Figure 20
List of Figures
9
12
12
13
13
14
14
Location Map . . . . . . . . . . . . . . . . . . . .
1998 Weekday Background/Ferry Traffic: NYS Route 25 Eastbound
Suffolk County Road 48 to East Marion Orient Park ... . . . .
1998 Weekday Background/Ferry Traffic: NYS Route 25 Westbound
Suffolk County Road 48 to East Marion Orient Park .. . . . . .
1998 Saturday Background/Ferry Traffic: NYS Route 25 Eastbound
Suffolk County Road 48 to East Marion Orient Park .. . . . . .
1998 Saturday Background/Ferry Traffic: NYS Route 25 Westbound
Suffolk County Road 48 to East Marion Orient Park ... . . . .
1998 Sunday Background/Ferry Traffic: NYS Route 25 Eastbound
Suffolk County Road 48 to East Marion Orient Park .......
1998 Sunday Background/Ferry Traffic: NYS Route 25 Westbound
Suffolk County Road 48 to East Marion Orient Park ..... . .
1998 Weekday Traffic: NYS Route 25 Eastbound
Suffolk County Road 48 to East Marion Orient Park ........ . . . 21
1998 Weekday Traffic: NYS Route 25 Westbound
Suffolk County Road 4B to East Marion Orient Park ... . . . . . . . . 21
1998 Sunday Traffic: NYS Route 25 Eastbound
Suffolk County Road 48 to East Marion Orient Park ........... 22
1998 Saturday Traffic: NYS Route 25 Westbound
Suffolk County Road 48 to East Marion Orient Park .. . . . . . . . . . 22
1998 Sunday Traffic: NYS Route 25 Eastbound
Suffolk County Road 48 to East Marion Orient Park . . . . . . . . . . . 23
1998 Sunday Traffic: NYS Route 25 Westbound
Suffolk County Road 48 to East Marion Orient Park ........... 23
1998 Weekday Traffic: NYS Route 25 Eastbound
East Marion Orient Park to Narrow River Road . . . . . . . . . . . . . . 24
1998 Weekday Traffic: NYS Route 25 Westbound
East Marion Orient Park to Narrow River Road . . . . . . . . . . . . . . 24
1998 Saturday Traffic: NYS Route 25 Eastbound
East Marion Orient Park to Narrow River Road . . . . . . . . . . . . . . 25
1998 Saturday Traffic: NYS Route 25 Westbound
East Marion Orient Park to Narrow River Road. ............ 25
1998 Sunday Traffic: NYS Route 25 Eastbound
East Marion Orient Park to Narrow River Road. ............ 26
1998 Sunday Traffic: NYS Route 25 Westbound
East Marion Orient Park to Narrow River Road . . . . . . . . . . . . . . 26
1998 Weekday Traffic: NYS Route 25 Eastbound
Narrow River Road to Eastern Terminus . . . . . . . . . . . . . . . . . 27
Ounn2/95125.00. Cross 50und Ferry
File: Toc.wpd
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Table of Contents (Cont'd.)
Figure 21
Figure 22
Figure 23
Figure 24
Figure 25
Figure 26
Figure 27
Figure 28
Figure 29
Figure 30
Figure 31
Figure 32
Figure 33
Figure 34
Figure 35
Figure 36
Figure 37
Figure 38
List of Figures (Cant'd.)
1998 Weekday Traffic: NYS Route 25 Westbound
Narrow River Road to Eastern Terminus . . . . . . . . . . . . . . . . . 27
1998 Saturday Traffic: NYS Route 25 Eastbound
Narrow River Road to Eastern Terminus . . . . . . . . . . . . . . . . . 28
1998 Saturday Traffic: NYS Route 25 Westbound
Narrow River Road to Eastern Terminus . . .. ............ 28
1998 Sunday Traffic: NYS Route 25 Eastbound
Narrow River Road to Eastern Terminus . . .. ............ 29
1998 Sunday Traffic: NYS Route 25 Westbound
Narrow River Road to Eastern Terminus . 29
Weekday Arrivals - Cross Sound Ferry 38
Weekday Departures - Cross Sound Ferry 38
Saturday Arrivals - Cross Sound Ferry. . 39
Saturday Departures - Cross Sound Ferry 39
Sunday Arrivals - Cross Sound Ferry 40
Sunday Departures - Cross Sound Ferry 40
Weekday Arrivals - Sea Jet 41
Weekday Departures. Sea Jet 41
Saturday Arrivals - Sea Jet. . 42
Saturday Departures - Sea Jet 42
Sunday Arrivals - Sea Jet 43
Sunday Departures - Sea Jet . 43
Monthly Passenger Carries Versus Route 25 Volumes 52
Ounn2J95125.00. Cross Sound Ferry
File: Toc.wpd
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A. Purpose of Report
The purpose of this Traffic Assessment is to determine the existing operations and levels of
service on Route 25 in the Town of South old in the vicinity of the Cross Sound Ferry. The
Cross Sound Ferry site is located at Orient Point in Orient, New York at the eastern terminus
of New York State Route 25 (Route 25).
This Traffic Impact Assessment was undertaken because of the Town's concern that the
start-up and operation of a high speed passenger-only ferry (i.e., the Sea Jet) might increase
the intensity of use on the overall facility, on July 14, 1995, the Southold Town Planning
Board passed a resolution directing Cross Sound Ferry Services, Inc. to submit a new Site
Plan Application. While Cross Sound Ferry consistently has taken the position that no site
plan approval is necessary as a matter of law or fact, Cross Sound agreed to prepare a plan
in hopes of amicably settling any dispute. It had been suggested by the Court, during the
initial court proceeding in July, 1995 that Cross Sound Ferry attempt to secure additional
sites for parking to alleviate the Town asserted potential for on-street parking along New
York State Route 25 in Orient. Thus, the submitted site plan application proposed to create
new parking on the vacant, adjacent property controlled by the project sponsor (otherwise
known as the "Trust Parcel") as well as increase the number of existing available parking
spaces on the West Parcel.
Operations during the past three years have shown that additional parking is not currently
necessary with respect to the services Cross Sound Ferry is providing. This is due to certain
techniques undertaken by Cross Sound Management in order to maximize its existing
parking facilities. The elimination ofthe Trust Parcel from the application, warrants a re-
evaluation of the Town's original opinion that the start-up and operation of the Sea Jet
significantly increased the intensity of use of the facility.
B. Historical Perspective
Cross Sound Ferry Services, Inc. has operated the Orient Point passenger and vehicular
carrier service since 1975, when it was purchased from the New London Freight Lines.
Records indicate that marine shipping and passenger service has existed at this site since the
late 1700's. Vehicular carrier service to New London, CT. began in the early 1930s. Interest
in vehicular carrier service was slow at first, however, by 1948, demand had risen. In
response, two new vessels were purchased and the number of trips rose to six per day in an
effort to meet the apparent demand. Demand has continued to steadily rise over the years,
as has the number ofvessels and the number of trips needed per day. Currently, Cross Sound
Dunn2/95125. Cross Sound Ferry
File: Intro.wpd
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Ferry Services operates 2 to 6 boats year-round and makes approximately 8 to 24 round-trips
per day between Orient Point, NY and New London, CT., depending on demand.
As the demand for service increased over the past 50 years, so has the need to accommodate
the growing number of passengers and their vehicles on the upland portion of the ferry
property. Based upon a review of historic aerial photographs of the ferry site and
surrounding area, it appears that from 1955 to 1969 ferry parking was primarily limited to
the shoulders of Route 25 and portions of what are now known as the Snack Bar and
Terminal Parcels. Both the main section of the snack bar building and the small shack
(located just to the north of the boat ramp) existed as far back as 1955 and were used in
association with the ferry operation. The 1955 air photo appears to indicate routine dredging
of the bay bottom near the boat loading ramp. It is uncertain where the dredge spoil was
placed at that time.
Long Island continues to promote itself as a vacation destination and in recent years the Long
Island Convention and Visitors Bureau (LICVB) has received additional funding, through
a hotel occupancy tax imposed on hotel rooms in Suffolk and Nassau counties, specifically
appropriated to advertise Long Island. A good portion ofthis advertising has been placed
in New England cities such as Boston, Springfield, Massachusetts, Hartford, and Providence.
Those travelers wishing to visit Long Island from these locations are encouraged to take the
ferry and are sent a ferry schedule with their vacation guides.
C. Study Procedures
This study was prepared using the most recent information available for Route 25. The
statistics and conclusions contained herein are based on:
. Several personal, on-site field observations to observe the traffic movements under
various conditions.
. A physical inventory was made of the adjacent street network.
. An analysis was made of the traffic volume data obtained from the New York State
Department of Transportation and the files of Dunn Engineering Associates.
. Supplementary machine traffic counts were collected as necessary to update the
available volume counts.
. An examination was made of the traffic flow on New York State Route 25.
Oun02l95 125. Cross Sound Ferry
File: Intro.wpd
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. An evaluation was made of the safety factors by reviewing recent accident records
obtained from the New York State Department of Transportation.
. Capacity analysis were performed at key roadway sections to examine the ability to
accommodate traffic.
. A review of the access arrangements was made.
. Conclusions were made of the exiting traffic conditions as a result of the data and
facts gathered in this study.
Dunn2/9512S. Cross Sound Ferry
File: lntro.wpd
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1 . Description of Access for the Site and Internal Road Circulation
NYS Route 25 (Route 25) is a major east/west New York State highway that provides direct
access to the existing Snack Bar, Terminal, and west Parcels which serve as the staging area
for the Cross Sound Ferry at Orient Point, New York. The Terminal Parcel has two driveways
on Route 25. The western driveway is for entering traffic only and the eastern one is for
exiting traffic only. Vehicles wishing to gain access to the West Parcel for parking may do so
by using the Terminal Parcel driveway and then entering the West Parcel access drive.
Vehicles will leave the West Parcel using the same West Parcel access drive used to enter and
will then exit the site using the exit only driveway. The internal circulation of the Terminal
Parcel parking lot is controlled so that traffic will flow in only one direction throughout the
entire area of the parking lot.
To access the existing Snack Bar Parcel, drivers may choose either of the two access drives on
the North/South portion of Route 25. There exists a full access driveway to the parking lots
just north of the Snack Bar and an additional full access drive at the southerly end of the
property.
Currently there is an existing access road beginning at the northerly lot line of the Trust Parcel,
traversing the Trust Parcel to allow access to the adjacent parcel to the east at the southwest
corner of the Trust Parcel. The purpose of this access road is to allow for servicing of Long
Island Lighting and other public utilities. The public is not allowed beyond a certain point.
This access road is unpaved and in poor condition.
Dunn2/95 1 25, Cross Sound Ferry
File: Site Access
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2. Route 25. Existing Conditions
. Description
New York State Route 25 (Route 25) is the only continuous east-west roadway
serving the Town of South old east of Greenport and is the principal arterial roadway
bringing traffic to the Cross Sound Ferry staging area at Orient, New York. Route
25 is part of the State highway system having its westerly terminus in New York City
and its easterly terminus at the Cross Sound Ferry Terminal in Orient. Through its
length from New York City to Orient, the nature of Route 25 changes frequently,
beginning as a five lane facility in much of the densely populated western sections
of Long Island and eventually becoming a two lane rural facility on the eastern end
of Long Island in the Towns of River head and Southold.
. New York State Department of Transportation Volume Data
Within the designated study area for the Cross Sound Ferry project, New York State
Route 25 is a two-lane, rural highway 7.8 miles in length from the intersection of
Route 25 and Suffolk County Road 48 (Main Street) (Greenport) to its eastern
terminus (Orient). (See Figure 1 for location of roadways and project site). In
October 1995, the NYSDOT conducted weekday traffic volume counts at two
locations within the designated study area. NYSDOT estimated an Average Annual
Daily Traffic (AADT) of 4,200 vehicles for the 5.4 mile section of Route 25 located
between Main Street and Narrow River Road. In this segment of highway, the peak
hours of traffic occurred in the A.M. from 8:00-9:00 A.M. and in the P.M. from 2:00-
3:00 P.M., occurring in the eastbound and westbound direction, respectively. For the
2.4 mile section of Route 25 east of Narrow River Road, the weekday peak hours
occur in the A.M. from 8:00-9:00 A.M. and in the P.M. from 4:00-5:00 P.M. in the
eastbound and westbound directions, respectively. NYSDOT computed an AADT
of approximately 2,700 vehicles for this easterly section. Copies of these State
volume counts are provided in the Appendix of this report in the section entitled,
"Traffic Volume Counts".
. Summer Volume Data
Dunn Engineering Associates (DEA) completed a weekday traffic volume count for
Route 25, east of Main Street, Greenport, which is west of Narrow River Road, in
Dunn2/95125, Cross Sound Ferry
File: Route 25
8
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FIGURE 1
STUDY AREA AND COUNT LOCATIONS
DUNN ENGINEERING ASSOCIATES
SCALE:
DATE:
9
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August 1996 to coincide with the State count location. The three days of data
collected yielded an estimated one-way Average Daily Traffic (ADT) count of5,901
vehicles in the eastbound direction and 6,164 vehicles in the westbound direction, for
a two-way ADT of 12,065 vehicles. This number is 287.3% higher than the 4,200
vehicle AADT for the same section of highway provided by NYSDOT, who did their
count in October. It must be recognized that the State generated AADT represents the
Average Annual Daily Traffic and thus is proportioned to be an average over the
entire year. The DEA count represents the Average Daily Traffic for a weekday
period in August of 1996 and thus represents the summer peak traffic. Copies of these
traffic counts are contained inthe Appendix of this report in the section entitled,
"Traffic Volume Counts".
During the same period in August 1996, DEA also collected traffic volume counts on
Route 25 east of Narrow River Road and west of the entrance to the Cross Sound
Ferry facility in Orient. The ADT for the August 1996 count east of Narrow River
Road was 5,620 vehicles as compared to the State's AADT of 2,700 vehicles, a
208.1% increase. At the easterly end of Route 25, just west of the Cross Sound Ferry
facility in August 1996, the ADT was found to be 3,945 vehicles.
Thus, along New York State Route 25 in August 1996, the Average Daily Traffic was
found to vary from a high of 12,065 vehicles per day on the west to a low of 3,945
vehicles in the vicinity of the easterly terminus.
. Cross Sound Ferry Services Traffic versus Background Traffic
The volume data obtained in 1996 just west of Main Street in Greenport was
compared to the hourly traffic volume originating at and destined for the Cross Sound
Ferry Services Terminal in Orient. The volume of traffic originating and arriving at
the Orient terminal was calculated by determining the number of vehicles carried by
arriving and departing vessels and by dividing the number of passenger walk-ons by
an occupancy factor to arrive at the number of vehicles the walk-on passengers
generate.
The ferry associated traffic was subtracted from the total 1996 traffic volumes. This
presented the 1996 background traffic not associated with Cross Sound Ferry. The
New York State Department of Transportation was contacted to determine what
growth factors the Department of Transportation used for the Study area. Mr. William
Ounn2f95125. Cross Sound Ferry
File: Route 25
10
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Thornwell of the NYSDOT Regional Planning and Program Management stated that
the NYSDOT utilized a 3% per year growth factor for all projects located in the five
eastern towns of Long Island. Therefore, the 1996 background traffic volumes
without the ferry were increased by 3% per year to determine the 1998 background
traffic volumes, without the Cross Sound Ferry traffic.
Then, information was obtained from the Cross Sound Ferry concerning the number
of vehicles on the auto ferry and passengers on the high-speed ferry in 1998. This
information was used to determine the traffic on Route 25 that could be associated
with the Cross Sound Ferry only. These traffic volumes were added to the 1998
background traffic volumes to determine the total traffic on Route 25 for the 1998
summer time period. These traffic volumes include both the ferry traffic and
background traffic.
The comparison of background traffic versus traffic associated with the Cross Sound
Ferry Services Terminal on Route 25 from the intersection of Suffolk County Road
48 (Main Street) to East Marion Orient Park is presented in Figures 2 through 7. It
can be seen in these figures that during the peak hours of traffic flow, the percentage
of traffic associated with the Orient terminal is minimal when compared to the
background traffic on Route 25.
Dunn2/95125, Cross Sound Ferry
File: Route 25
11
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FIGURE 2
. ----
--,-.--..... --
1998 Weekday Background/Ferry Traffic
NYS Route 25 Eastbound
Suffolk County Road 48 to E. Marion Orient Park
500
450
---------. -------
'00 D 1998 EB Ferry Traffic
II 1998 Background Traffic EB
en 350
-
C
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0
U 300
CIl
E 250
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U 200
it:
III
~ 150
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100
en
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....... ..10"", '0.11"'" IHZN 'Z.,..... 1..z.....
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~- ..........
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<<~
....... ..to.... 16-..... 'MlYO
Time
1998 Weekday Background/Ferry Traffic
NYS Route 25 Westbound
Suffolk County Road 48 E. Marion Orient Park
600
500
,C1998 WB Ferry Traffic
i.1998 Background Traffic WB
o
<<-
..."'" ..... .".... II_11M '2.''''' ..,....
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w..... ..,.....
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....... ........ .11.... n.uMlO
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FIGURE 3
12
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FIGURE 4_~___.~____
1998 Saturday Background/Ferry Traffic
NYS Route 25 Eastbound
Suffolk County Road 48 to E. Marion Orient Park
800
100
[J 1998 EB Ferry Traffic
1& 1998 Background Traffic EB
100
600
III
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U
.,
g 400
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Time
1998 Saturday Background/Ferry Traffic
NYS Route 25 Westbound
Suffolk County Road 48 to E. Marion Orient Park
800
100
1[J1998 WB Ferry Traffic
.1&1998 Background Traffic WB
100
800
III
C
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o 600
o
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E 400
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FIGURE 5
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FIGURE 6
.
1998 Sunday Background/Ferry Traffic
NYS Route 25 Eastbound
Suffolk County Road 48 to E. Marlon Orient Park
800
700
600
l:l1998 EB Ferry Traffic
111998 Background Traffic EB
200
100
o
'''NA MMl ..UlAM Il1-l1_ n_12N I;z.l""" l..l1PW 2..1""" ~PM "5"'" WPM ..,.... ,,,PM "I'M ..'a.... IO-llPM 'l.l2YO
Time
1998 Sunday Background/Ferry Traffic
NYS Route 25 Westbound
Suffolk County Road 48 to E. Marion Orient Park
~-
l:l1998 WB Ferry Traffic
111998 Background Traffic WB
200
.00
o
'"oW M_ .It..... ..11..... n.IIN 12-11'1I ..,iIIY :WPM ...... ...... ...... ..,... ,..,.. ...... ..Ill... ...u.... 11_1211IO
Time
FIGURE 7
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. Vehicle Mix, Route 25
On Tuesday, August 12,1996, a study was done of the vehicular mix on Route 25 east
of Main Street from 3:00 P.M. to 5:00 P.M. The vehicle mix consisted of passenger
cars, recreational vehicles, buses and trucks. A total of 823 vehicles were counted.
The observed counts were as follows: 799 passenger cars (97.1 %), 4 recreational
vehicles (0.5%), 3 buses (0.4%) , and 17 trucks (2.0%).
On Wednesday, August 13, 1996, a similar vehicular mix study was conducted on
Route 25 east of Main Street from 10:00 A.M. to 12:00 P.M. A total of964 vehicles
were counted. The observed counts were as follows: 913 passenger cars (94.7%),12
recreational vehicles (1.2%), 4 buses (0.4%), and 35 trucks (3.7%).
Based on the information obtained from both studies, the A.M. percentages are
approximately the same as the P.M. percentages, with passenger cars being the
primary means of transportation on Route 25 east of Main Street. These data are
summarized in Table 1.
August 12. 1996 August 13. 1997
- - ---- "---
, 3:00 P.M. 5:00 P.M. 10:00 A.M. 12:00 Noon
,
Passenger Cars 799 97.1% 913 94.7%
-- ------ - --_.._-,~-_._- .--- -------- -.-- -------.-"" -- -
Recreation Vehicles 4 0.5% 12 1.2%
..- - --- ~-~~_.- - - ---~--._~--- .. .._------~ ------.
Buses I 3 0.4% 4 0.4%
~-----~~-----"--~- --. -
Trucks 17 2.0% , 35 . 3.7%
I
TOTAL VEHICLES 823 100% ! 964 100%
Table 1
Vehicle Mix
Route 25 East of Main Street
Ounn2/95125, Cross Sound Ferry
File: Route 25
15
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3. Surveillance System (SASS) Data from the Intersection of NYS Route 25 and
Main Street (Greenport) to the Eastern End of Route 25
The following paragraphs present the results of an accident analysis concerning the two-lane,
rural section of New York State Route 25 from the intersection of Route 25 and Main Street
(Greenport) to its eastern terminus. This 7.8 mile section serves 4,200 vehicles per day on
the 5.4 mile portion west of Narrow River Road and 2,700 vehicles per day on the 2.4 mile
eastern portion, based on NYSDOT AADT estimates. Reconstruction of the stated Route
25 section occurred from June 1994 to October 1995 and resulted in safety improvements
to the facility, including widening the shoulders.
Two sets of accident data were utilized in computing accident rates for periods before and
after the discussed Route 25 safety improvements. State Accident Surveillance System
(SASS) data, which included all reportable and non-reportable accidents, was obtained for
1991 through 1995. In addition, the Accident Records Bureau of the New York State
Department of Motor Vehicles provided abstracts of reportable accident cases from 1996 to
September 1998. Table 2 contains a summary of the available accident data. The table
shows two ofthe accidents in the eight year time frame involved a fatality, and injuries were
sustained in 65 of the 92 (71 %) reportable accidents. Note that the number of non-reportable
accidents for 1996 through 1998 are estimated based on a 1.94 ratio, as determined from the
SASS data, of non-reportable to reportable accidents.
Year
Total
Non-
Reportable
Fatal
Injury
Pedestrianl
Bicyclist
1991
26
14
o
8
o
25
->---- --~- ---. --------+---
-- - ~~- --------.-~-------~---_.~._--
,
I-
1992
1993
1994
16
o
8
o
1995
33
I
I
I
28 '0 13
-+-~-----
_l~___J_u 1
29
6
o
36
45
2
11
1996
24
16*
o
o
7
2
1997
32
21*
8
o
1 998"
38
25*
,
o
4
o
Note: Non-reportable accidents are those of lesser severity which are not required to be
reported to the Department of Motor Vehicles.
* Estimated
**1998 Accidents include January to September, 1998
Table 2, Accident Summary
Dunn2/95125. Cross Sound Ferry
File: Accident-Analysis
16
.
.
Table 3 lists annual accident rates, incorporating all reportable and non-reportable accidents,
for 1991 to 1998. The data from 1996 to 1998 includes an increase in the AADT of3% per
year from 1995 to account for normal background traffic growth. The table reveals the
accident rates varied from 2.19 accidents per million vehicle-miles of travel (ACCIMVM)
in 1996 to 4.23 ACCIMVM in 1994, averaging 2.97 ACCIMVM over the eight year period.
For the purpose of comparison, the average accident rate, based on 1992 to 1995 data, for a
two-lane, rural New York State highway is 2.75 ACCIMVM.
Year
Accident Rate
(per million vehicle-miles of travel)
1991
____L
2.44
2.35
3.38
4.23
3.10
1992
1993
1994
1995
1996
1997
2.19
2.83
3.27
1998
Table 3, Accident Rates
It should be noted that the calculated accident rates are based on the 1995 AADT count data
provided by New York State. Based on the summer 1996 traffic counts collected by Dunn
Engineering, we presume that the AADT calculated using October count data and the State
seasonal adjustment factors may be understating the actual AADT. However, for the purpose
of providing a conservative assessment we have based our report on the State figures.
Table 4 presents a breakdown of individual reportable accidents which occurred from
January 1996 to September 1998 within the study area (mile marker 67.2 to 75.0) since the
completion of the State project. It should be noted that no accident clusters exist, thereby
no single or multiple problem areas are indicated. None of the accidents exhibited a
particular trend with respect to roadway configuration. In fact, based on the comments listed
from the accident reports prepared by police on the scene, the cause of each accident can be
attributed to human error or weather conditions or other natural phenomenon. This finding,
coupled with the previously discussed accident rate comparisons, suggest that the Route 25
study area currently operates at an acceptable safety level and there are no identifiable
problems.
Ounn2/95125, Cross Sound Ferry
File: Table.2 Section.wpd
17
Mile
Marker
Date
Time
Comments
Type
Pavement light
Severity i
I Condition I Condition
67.4 7/5/96 4:00 P.M.
67.5 8/31/96 8:00 A.M.
- -- -- --
m ~ 68.~_ _ ~ 10[115/96 _ _~:Q() ",.M..
69.3 I 1/2196 NIA
1------- -
69.8 1/2/96 5:00 P.M.
-- ---_._._~----- -_.__.~ --- --_. -. -
70.4 4/!1/9~__I"-'-()()A.M.
12:00
72.6 4/21/96
P.M.
74.7 4/11/96 6:00 A.M.
1996 Reportable Accidents
Pedestrian
Fixed o~ject
Bicy,,!e . j
Other tl
Fix.El~C)bject .
Fixed ob"ect
Right angle
Fixed ob"ect
Injury
Injl!~y__. _
I Iliury___
PD~
InjlJPL
Injury
Injury
Injury
Dry
Dry
pry
DrY..nn __
Snow
Dry.
Dry
Dry
1997 Reportable Accidents
Day Pedestrian error/confusion
__Qay . Driver fe~ a.~leeE..__ _ . uu_~.
_ .pay , Bicyclist failed to yiele! R"O.VV~.
t-J.ighL.i.Collision witha.ll.ill'l,!l_ ____
Night I Pavement slippery ..
__Night_ _IDriver fell ilsleep.... . ._~
I
.
Day Driver inattentiveness
Dawn : Driver fell asleep
68.0 I 12/6/97 1:00 P.M. Left turn In.ur Dr Day_ . .L!:aill!r~ .to. yield_B..O "W__
68.1 In 6/21/97 8:00 A.M. . fix~~object Injury. Dry Day Driver fell asleep
68.9 i 8/16/97 3:00 P.M. _F:ixed -.Clbject nlnjlJl"V_. Dry.. Day i Driver inattentiveness
--------" .----- ---- _.- ,
69.1 I 4/24/97 5:00 P.M. Overtake PD~ Dry Day i Driver inattentiveness
I _ __ __n_... - ,
69.4 i 12/1/97 4:00 P.M. Fixed ob.ect Jr1ilJl"L.._ Dry Dusk Driver fell asleep
-----t------- ..------- ------- ---- .. ..
!11114/971~:00 A.M. 1 Collision with light
71.4 Fo.., Obj""'~_ ! Snow Day
, . ._~l!Pport/utility flQIe.._______ .
_u..____ +---
I ! Driver inattentiveness/backing
71.6 11/15/97 9:00 A.M. Right angle PD~ I Dry Day
- - ------- j.. --- - t unsafely
I Driver fell asleep/lost
71.7 2/23/97 5:00 P.M. I Fixed object ! Injury Dry Day
consciousness
Ouo02/95125. Cross Sound Ferry
File: Table-2 Section.wpd
Table 4
Reportable Accidents
18
Mile
Marker
Pavement
I Condition
Light
Condition
Date
Type
Severity
Time
1997 Reportable Accidents {continued}
71.8
73.2
10/31/97 I 10:00 P.M. !
Other
InjlJl'v
Injury
Wet
Night
Day
Day
,
__~2:~~ P.M. i:ixed~~~~ti
: 9:00 A.M. 1 Fixed object!
Dry
4/25/97
Injury
Snow
i -
I
74.4
i 1/11/97
1998 Reportable Accidents (January - September)
I ,
67.2 8/16/98 3:00 P.M. Rear end Injury Dry i Day
67.4 3/17/98 6:00 P.M. , Other PDO _[)rY__t_~~9ht
-- ---_.~- -' - ----_.---.- I-
67.5 , _ 7l_1_!!~~_1 9:00 A.M. Rear end -t- - PDO Dry Day
I- - ---------- -_... t ---.-...-.-.-...- -----
68.4 9/8/98 3:00 P.M. Rear end i PDO Dry I Day
____________u_____n_ _______ Fi~:~~bject r ------- -- -- -.-.-
----------r , -- -1--- - Day
69.1 I 5/5/98 j~:~~__~~M. '"i"" + 0"
- ------------ ----..-.. ----
9/13/98 I 2:00 A.M. PDO Dry
69.2 I Other i 1_ _ ~ight
-- ------ - - - ~-_r.------- _.._______n_' _____ _____.H_ -
70.1 7/30/98 I 6:00 P.M. Left turn ! PDO - Dry I Day
I _-__0------ -j - - ui -------
-t----~-----
70.1 8/30/98 I 8:00 A.M. Other I Injury Dry Day
, ,
.' --------- j ----.--" I . j
70.1 8/30/98 i 8:00 A.M. I Other PDO Dry Day
_u..______.'. -- --- ---. - I
I 10:00 ,
71.0 7/12/98 , Overtake PDO Dry Day
I :
i A.M. I
i - I I
72.5 9/3/98 I 8:00 P.M. j Other PDO Dry Night
I --- ---------
72.7 6/7/98 ' 8:00 A.M. i Fix~~_~!?iect I_njljl}'_ __ Wet Dusk
j-..--------- , - ,
74.9 7/14/98 6:00 A.M. Rear end PDO Drv N/A
Table 4
Reportable Accidents (Continued)
Ouo02/95125. Cross Sound Ferry
File: Table.2 Section.wpd
19
Comments
Collision with animal
Alcohol involvement/unsafe
speed
Pavement slippery
Driver inattentiveness
Collision with animal
Driver inattentiveness
Driver inattentiveness
Collision with tree
Collision with animal
Failure to yield R.O.W.
Collision with animal
Collision with animal
-----
Driver inattentiveness/turning
improperly
Collision with animal
Lost consciousness
.
.
.
.
.
4. 7 Day Traffic Volume Counts for Route 25 Immediately West of Site
Dunn Engineering Associates completed a detailed traffic volume count on New York State
Route 25 immediately west of the site for an eleven day period in August 1996. These traffic
volumes were increased to 1998 traffic volumes after following the procedures in the section
of the report entitled, "Cross Sound Ferry Services Traffic versus Background Traffic" (See
pages 9-10).
The specific count locations resided between Main Street and the existing Ferry parking lot.
Figures 8 through 25 depict the average hourly traffic plots for weekdays, Saturdays and
Sundays for the count locations for 1998. On average, Route 25 weekday traffic volume
counts reached a peak in the 9:00 A.M. hour in the eastbound direction and the 6:00 P.M.
hour in the westbound direction, and peak traffic levels occurred, in general, in the mid-day
hours on weekends.
Growth factors are best determined by examining data from permanent count stations
operated by the State or County to determine an area's trends. Until recently, the North Fork
of Long Island did not have a permanent count station and the State primarily relied on data
from its Route 27 permanent count station in Southampton to predict trends for the East End.
A new permanent count station is now located on Route 25 in Southold.
Analysis of traffic volume from this permanent count station located on Route 25 near
Mattituck shows an increase in traffic volumes associated with the North Fork of Long
Island. Specifically, counts were obtained for each day of July, 1997 and July, 1998. The
traffic volume counts showed that the average daily traffic in July, 1997 was 16,781 while
July 1998 was 17,103. This shows a 1.9% increase for an average day in the month of July
in Mattituck from 1997 to 1998.
It can be seen from this analysis that the traffic on Route 25 in the Town of Southold is
increasing during the summer months when compared on a monthly basis.
Ounn2/95125. Cross Sound Ferry
File: Traffic Volume Count
20
-- FIGURE 8 ~_.n___~
- ---------...
1998 Weekday Traffic
NYS Route 25 Eastbound
Suffolk County Road 48 to E. Marion Orient Park
500
450
400
~
....
+-' :::l 350
C 0
:::l ..c::
0 .... 300
() <ll
a. 250
Q)
U (fJ
<ll
..c .~ 200
Q) ..c::
> <ll 150
>
~
100
50
0
0 :; :; :; :; :; :; :; :; :; :; :; z :; :; :; :; :; :; :; :; :; :; :;
:; <{ <{ <{ <{ <{ <{ <{ <{ <{ <{ <{ 0 a. a. a. a. a. a. a. a. a. a. a.
N N "" .... '" <0 .... <Xl 0> 0 ~ 0 ~ N "" .... '" <0 .... <Xl 0> 0 ~
~ ~ z ~ ~
N
~
Time of Day
- - ... .------------.---.- ..---. ----
._.--------_.__._--~._~-----_.~--- .-.---------
1998 Weekday Traffic
NYS Route 25 Westbound
Suffolk County Road 48 to E. Marion Orient Park
500
450
~ 400
....
+-' :::l
C 0 350
:::l ..c::
0 .... 300
() <ll
a. 250
Q) (fJ
U <ll
..c .~ 200
Q) ..c::
.> <ll 150
>
~ 100
50
0
0 :; :; :; :; :; :; :; :; :; :; :; z :; :; :; :; :; :; :; :; :; :; :;
:; <{ <{ <{ <{ <{ <{ <{ <{ <{ <{ <{ 0 a. a. a. a. a. a. a. a. a. a. a.
~ N "" .... '" <0 .... <Xl 0> 0 ~ 0 N "" .... '" <0 .... <Xl 0> 0 ~
N ~ ~ z ~ ~
~
N
~
Time of Day
-.-.
FIGURE 9
21
..----
FIGURE 11
22
Vehicle Count
(vehicles per hour)
o ~ ~ ~ ~ ~ . ~ ~ g ~ ~ ~ ~ ~
o g 0 ~ 0 ~ 0 ~ 0 g 0 ~ 0 ~ g g g ~
12MID
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~
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.
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.
5. Availability of Public Transportation
The Cross Sound Ferry facility is fully accessible to the bus services provided by Suffolk
Transit. At present, one bus route provides service to the site. The S-92 bus operates along
Route 25 between Orient Beach State Park and East Hampton. The S-92 bus passes by the
site throughout the day.
The first three S-92 bus runs do not leave the ferry parking lot, but rather leave from
Greenport, the first at 6:15 AM. and arriving at Riverhead at 6:55 A.M. The next two S-92
runs leave Greenport at 6:55 AM. and 8:00 A.M. and arrive at East Hampton at 9: 15 A.M.
and 10: 15 AM., respectively. Then bus service begins departing the ferry parking lot
approximately every hour, from 8:40 AM. to 4:00 P.M. The ride from the ferry parking lot
to East Hampton is approximately 2-1/2 hours.
The S-92 bus ridership along the entire line (a 72-mile stretch) was 18,278 people in June
1997,21,259 people in July 1997, and 20,761 people in August 1997. During the off peak
months, ridership drops to 14,000 people per month.
Long Island Rail Road (LIRR) service is also available via the Ronkonkoma Branch of the
LIRR. Greenport is at the easternmost end of the Ronkonkoma Branch of the LIRR. The
Greenport station is located at the intersection of Wiggins Street and 4th Street,
approximately 1.1 miles south of the Route 25-County Road 48 intersection. The S-92 bus
passes one block north ofthe station. The train schedule is presented in Table 5, Long Island
Rail Road Schedule:
Ounn2J95125. Cross Sound Ferry
File: Public Transportation
30
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Eastbound Westbound
------------
Departs Arrives Departs Arrives
Penn Station Greenport Greenport Penn Station
7:39 A.M. 10:26 A.M. 5:29 A.M. 8:20 A.M.
5:41 P.M. 8:18 P.M. 11:30 A.M. 2:30 P.M.
9:39 P.M. 12:29 P.M.
---_..~_. - --
9:12 A.M. 12:00 P.M. 1:17 P.M. 4:05 P.M.
2:12 P.M. 5:00 P.M. 6:17 P.M. 9:05 P.M.
Weekdays
Weekends
Table 5
long Island Rail Road Schedule
Bus service is also available to Greenport from Queens and Manhattan via Sunrise Express.
The Queens collection point is directly in front of Queens College. The Manhattan
collection point is on the southwest comer of 44'h Street and 31d Avenue. Both operate on the
same schedule. There are three collection times: 11:00 A.M., 2:30 P.M. and 6:30 P.M. The
rides are approximately 2 to 2-1/2 hours long.
The use of the existing bus (S-92), trolley, Sunrise Express and train (LIRR) services by the
patrons of the Cross Sound Ferry facility significantly reduce the traffic impact of the ferry
facility on the surrounding street and highway network. In addition, the ferry serves as a
critical link in Long Island's mass transportation system by connecting these facilities with
the New London multi-modal transportation center.
It should be noted that on the New London side of the Sound, the Cross Sound Ferry
terminal is located within walking distance of the New London Transportation Center which
is a multi-modal facility, including inter- and intra-State Greyhound bus and Amtrak rail
service, local bus service and a taxi stand as well as ferry service to Block Island and Fishers
Island. There are frequent connections to Providence, Boston and points north, as well as,
New Haven and all major cities along the southern coast of Connecticut.
Dunn2/95125, Cross Sound Ferry
File: Public Transportation
31
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6. Cross Sound Ferry Services
. Transportation Link
Since the 1700's, freight and passenger service has existed from Orient Point to New
London. In 1923 the service began transporting autos. Its role as a transportation link
serving interstate commerce has become increasingly important. The service allows
efficient movement of people and goods to and from Long Island and New England
without a round about trip through New York City. While serving as a convenience to
its users. this service helps reduce the traffic loads on the congested bridges and
expressways of New York City, Westchester County and Nassau County and the 1-95
Corridor in Connecticut. The reduction in traffic in these areas helps reduce carbon
monoxide generation due to congestion in the New York City area which is a non-
attainment area for carbon monoxide. Further, the use of the service reduces vehicle
miles traveled by automobiles by shortening the distance of automotive trips and
replacing a portion of the trip with a mass carrier; both important goals for Suffolk
County, which is a non-attainment area for ozone pollution.
. Cross Sound Ferry Services Schedules
The schedule from April 14 through October 4,1998 for the Cross Sound Ferry services
can be seen in Tables 6 and 7. Also shown are the arrivals and departures of the Sea-Jet
I high speed passenger-only vessel in Table 8.
Dunn2/95125, Cross Sound Ferry
File: F- Trip Information
32
.
.
April 14 through October 4, 1998
May 21. 26 May 22. 23.1
24,25. !
September 9 through
October 4
June 19 September
through 8
September
7
May 29 through June 18
May 1 through 28
Except May 21 through 26
April 14 through 30
Friday & Monday
Sunday through
Thursday
and Saturda
Daily
Saturday Friday &
Sunday
Monday
through
Thursday
Saturday
Friday &
Sunday
Monday
through
Thursday
Friday &
Sunday
Monday
through
Thursday &
SaturdllV :
i
:::: :::: :::: :::: t~:;;.:::. I ::::~:. ~;;:~:: :::: ::~~.
10:00 A.M. 11:00 A.M. i 10:00 A.M., 10:.00 A.M'110:00~:!I.1J11:00,A.:.~.
11 :00 A.M. ! 1 :00 p.M.'T;';~~A.M. . 11 :00 A.M. 11 :00 A.M.ll :00 P.M.
1 :00 P.M. : 3:00 P.M. : 1 :00 P.M. . 12:00 Noon 112:00 Noon' I 3:00 P.M.
2:00 P.M. 5:00 P.M. [2:.00 P.M. 1 :00 P.~~ .;;~~ ~.~~' 15:00 P.M.
-+-- -~ ----t .
3:00 P.M. 7:~~ P.MJ.?:O~ P.M: '2:00 P.M. 2:0~t.1":'_17:~~~:~
5:00 P.M. 8:45 P.M. 15:00 P.M. 3:00 P.M. 3:00 P.M. 18:45 P.M:
6:00 P.M. ,6:00 P.M. 4:00 P.M. 14:00 P.M.I 1
I ' . I
: 7:00 P.M. 5:00 P.M. 5:00 P.M. I
,
.
7:00 A.M. 17:00 A.M. 7:00 A.M.
8:00 A.M. .l9~00 A.M., 9:00 A.M.
9:00 A.M. 110:00 A.M. 10:00 A.M.
10:00 A.M. 11 :00 A.M. 11 :00 A.M.
i
11 :00 A.M. 1 12:00 Noon 1 :00 P.M.
12:.00 NoonI1:00P~~_ 2:00 P.M.
I
1 :00 P.M. 12:00P:M~__ 3:0~.~..!I.1:
2:00 P.M. 13:00 P:.r.1' ... 5~~0 P:M.
3:00 P.M. '4:00 P.M. 8:00 P.M.
,
I
14:00 P.M. . 5:00 P.M. 7:00 P.M.
i
7:00 A.M. i 7:00 A.M. 7:00 A.M.
9:00 A.M. ! 9:00 A.M. 8:00 A.M.
-_uot..
",~0~_~.M:1110:00 A.M. , 9:00 A.M.
1:00 P.M. 11:00 A.M. 10:00 A.M.
3:00 P.M. 1 :00 P.M. 11 :00 A.M.
7:00 A.M. 7:00 A.M.
9:00 A.M. 9:00 A.M.
-t
10:00 A.M. 10:00 A.M.
11 :00 A.M. 11 :00 A.M.
1 :00 P.M. 12:00 Noon
2:00 P.M. 1:00 P.M. 5:00 P.M.
1-----,--- -
3:00 P.M. 2:00 P.M. 7:00 P.M.
------
5:00 P.M. 3:00 P.M. 8:45 P.M.
2:00 P.M. 12:00 Noon
3:00 P.M. 1 :00 P.M.
5:00 P.M. 2:00 P.M.
7:00 P.M. 3:00 P.M.
7:00 P.M. 4:00 P.M.
8:45 P.M. 5:00 P.M.
8:45 P.M. : 4:00 P.M.
7:00 P.M.
1 .
5:00 P.M. 15.00 P.M. 6:00 P.M.
6:00 P.M. 6:00 P.M. 7:00 P.M.
.
8:45 P.M.
18:45 P.M. 6:00 P.M. 6:00 P.M.
7:00 P.M. 7:00 P.M.
6:00 P.M.
8:45 P.M.
.
7:00.P.M.
I - ..
8:00 P.M.
7:00 P.M. 7:00 P.M. 8:00 P.M.
8:00 P.M. 18:00 P.M.) :
9:00 P.M.
19:00 P.M.
9:45 P.M.
.9:00 P.M.
8:00 P.M. ,8:00 P.M.
9:00 P.M. 8:45 P.M.
9:00 P.M.
9:45 P.M.
9:45 P.M.
9:45 P.M.
9:45 P.M.
II = NotMayl.3
Table 6
Approximate Departure Time from Orient Point - Cross Sound Ferry Service
Shared Folder\CrossSoundFerry-95125
File:Table6.wpd
33
.
.
i '
8:20 A.M. ! 8:20 A.M. i 8:20 A.M. '8:20 A.M. 18:20 A.M. 8:20 A.M. 8:20 A.M. 8:20 A.M. 8:20 A.M. i 8:20 A.M. i 8:20 A.M. 8:20 A.M. 8:20 A.M. 8:20 A.M.
9:20 _A:M. i 10:20 A.M. i 9:20 A.~. . _ 9:20 A.M. ,9:20 A.M. 10:20 A.M. 9:20 A.M. 9:20 A.M. 10:20 A.M. ! 9:20 A.M. 9:20 A.M. 9:20 A.M. 9:20 A.M. 9:20 A.M.
10:20 A.M. i 12:20 P.M. i 10:20 AM .1()~~~~.:...~~O:2_0 A.M. 12:20 P.M. 10:20 A.M. 10:20 A.M. 12:20 P.M. r;~:20 A.M.' 10:20 A.M. 10:20 A.M. 1~20 A.~' ',0:20 A.M.
~~;~ P.M.' '2:~O p.Ml~2~2~ P.M. . 11 :20 A.M. I III :20 A.M.I 2:20 P.M. 12:20 P.M. '" :20 -;~. ~':20 P.M. 12:20 P.M. 11 :20 A.M. 11 :20 A.M. 11 :20 A.M. 12:20 P.M.
1 :20 P.M. 4:20 P.M. l' :20 P.M. 12:20 P.M. 12:20 P.M. 14:20 P.M. 1 :20 P.M. 12:20 P.M. 4:20 P.M. '1 :20 P.M. 12:20 P.M. 12:20 P.M.
2:20 P.M.!6:20 P~~.-i;:20 P.M. ! 1:;;;'.M~n,:;O~~~~ 6:20 P.M. 2:20 P.M. 1 :20 P.M. 1 :20 P.M.
,-- ---- .
4:20P.M. 11.8:20~.M. ]4:20 P.M. ;2:~OP.M.:..__ 2:20 P.M'Il:201'~M.. 4:20 P.M. 2:20P.M.
5:20 P.M. 10:05 P.M. '5:20 P.M. 13:20 P.M.) 10:05 P.M. 6:20 P.M. 3:20 P.M.
, j
April 14 through October 4, 1998
April 14 through 30
May 1 through 28
Except May 21 through 26
May 29 through June 18
June 19 September
through 8
September
7
May 21. 26 May 22. 23.!
24.25 '
Friday &: Monday
Sunday through
Thursday &:,
Saturday .
Monday
through
Thursday
Friday &:
Sunday
Saturday
Daily
Friday &:
Sunday
Saturday
Monday
through
Thursday
2:20 P.M.
6:20 P.M.
! 6:20 P.M.
i 3:20 P.M.
! 4:20 P.M.
8:20 P.M.
4:20 P.M.
4:20 P.M.
3:20 P.M.
4:20 P.M.
8:20 P.M.
; 8:20 P.M. ,5:20 P.M. 5:20 P.M.
10:05 P.M:l~~()-P.M. .l-6:201'~~-rl_~-'
'7:20 P.M. '17:20 P.M.)
. ,
8:20 P.M. , 8:20 P.M. !
10:05 P.M. 5:20 P.M.
-- -j
5:20 P.M.
6:20 P.M.
6:20 P.M.
6:20 P.M.
10:05 P.M.
I
7:20 P.M.
7:20 P.M.
7:20 P.M.
8:20.P.M.
8:20 P.M.
9:20 P.M. 10:05 P.M. 9:20 P.M.
8:20 P.M.
, 9:20 P.M. 9:20 P.M.
9:20 P.M.
September 9 through
October 4
Friday &: Monday
Sunday through
Thursday &:
Saturday
12:20 P.M. 1:20 P.M.
________u_
1:20 P.M. 2:20 P.M.
---_._~--_.,-
2:20 P.M. 4:20 P.M.
3:20 P.M. 5:20 P.M.
4:20 P.M. 6:20 P.M.
5:20 P.M. 8:20 P.M.
6:20 P.M. 10:05 P.M. .
7:20 P.M.
8:20 P.M.
11:05 P.M.
10:20 P.M. 10:20 P.M.
10:20 P.M. 10:20 P.M. !
10:20 P.M.
()=NotMayl.3
Table 7
Approximate Arrival Time to Orient Point - Cross Sound Ferry Service
Shared Folder\CrossSoundFerry-95125
File: Table7
34
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.
Departing from Orient Point
Arriving at Orient Point
8:00 A.M.
:
7:40 A.M.
10:00 A.M.
9:40 A.M.
12:00 Noon*
11 :40 A.M. *
6:00 P.M.
5:40 P.M.
8:00 P.M.
7:40 P.M.
9:45 P.M. *
9:40 P.M. *
* Operates on limited days throughout the year
Table 8
Schedule of High Speed Passenger Service
Sea-Jet I
April 3 Through November 29, 1998
Shared Folder\CrossSoundFerry-95125
File: Table8.wpd
35
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/
!
. Vehicle Data
The number of vehicles arriving and departing on the auto feny was determined along
with the number of passengers arriving and departing on the passenger only feny from
information obtained from Cross Sound Feny Services Inc. In addition, manual counts
of the total number of vehicles and the total number of passengers arriving at the site
were also conducted on a typical weekday and Saturday from 7:15 A.M. to 8:00 A.M.
and 9:15 A.M. to 10:00 A.M. These times were chosen because it is expected that the
majority of the patrons of the high-speed feny would be present within approximately
45 minutes before the 8:00 A.M. and 10:00 A.M. departure times of the high-speed feny.
The following table is a summary of the passengers/vehicle occupancies for the four 45
minute periods prior to the departure of the high-speed feny.
Time Total # of Total # of Occupancy
Vehicles Passengers
Weekday 7:15 - 8:00 A.M. 60 130 2.17
9:15 - 10:00 A.M. 94 201 2.14
Saturday 7: 15 - 8:00 A.M. 37 80 2.16
9:15 - 10:00 A.M. 62 148 2.39
Table 9
Vehicular Occupancy High Speed Vessel
It has been established by observation the auto vessels cany some portion of passengers
who are not associated with the vehicles being carried by the vessel and are either drop-
offs at the terminal or are persons who parked their vehicles at the terminal and walk on.
The number of walk-ons to the auto vessels tend to be minimal, however, because of the
time savings in using the high-speed service. Prior to the commencement of the high
speed passenger-only service, walk-on passengers were all accommodated on the auto
carrying vessels with large numbers of passengers being carried on the two largest of the
auto vessels. The arrivals and departures of the passenger-only service are schedule to
coincide with the operation of the smaller of the auto canying vessels to minimize the
number of vehicles arriving and departing the terminal during a given period. It is
evident that if the high speed vessel were not running the walk-on passengers would be
accommodated by the auto vessels.
Ounn2/95125, Cross Sound Ferry
File: F- Trip Information
36
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.
.
.
In order to present a worse case scenario, a vehicle occupancy of 2. I passengers/vehicle
was assumed for the high-speed ferry. Figures 26 through 37 depict the number of
vehicles arriving and departing at Orient Point during the August 7-17, 1998 time period
via the auto vessel service as well as the passenger only service.
. Peak Hours of Use
The average number of vehicles arriving at Orient Point to board the auto ferry can be
seen in Figures 26, 28 and 30 for an average weekday, Saturday, and Sunday
respectively. It can be seen that the peak arriving traffic for an average weekday occurs
between 6:00 P.M. and 7:00 P.M. with an average of92 vehicles arriving. The Saturday
peak occurs between 2:00 P.M. and 3:00 P.M. when an average of 109 vehicles arrive.
The Sunday peak occurs between 10:00 A.M. and 11 :00 A.M. when an average of 110
vehicles arrive.
The average number of vehicles departing Orient Point from the auto ferry can be seen
in Figures 27, 29, and 31 for an average weekday, Saturday, and Sunday respectively.
It can be seen that the peak departing traffic for an average weekday occurs between
11 :00 A.M. and 12:00 Noon with an average of 110 vehicles departing. The Saturday
peak also occurs between 11:00 A.M. and 12:00 Noon when an average of 114 vehicles
depart. The Sunday peak occurs between 7:00 P.M. and 8:00 P.M. when an average of
117 vehicles depart.
Similarly, the amount of vehicles associated with the Sea Jet high speed vessel can be
seen in Figures 32 thru 37. This was determined by taking the amount of passengers
arriving and departing on the Sea Jet 1 high speed vessel and dividing by a vehicle
occupancy of2.1 passengers/vehicle. The peak weekday departures for the high speed
ferry occurred at 10:00 A.M., when an average of329 passengers departed. The peak
Saturday departures also occurred at 10:00 A.M., when an average of282 passengers
departed from the high speed vessel. The Sunday peak also occurred at 10:00 A.M.,
when an average of218 passengers departed.
The peak weekday arrivals for the high speed vessel occurred from 7:00 P.M. to 8:00
P.M. when an average of286 passengers arrived. The peak Saturday arrivals occurred
from 7:00 P.M. to 8:00 P.M. when an average of 262 passengers arrived on the high
speed ferry. The Sunday peak occurred from 5:00 P.M. to 6:00 P.M. when an average
of285 passengers arrived.
Dunn2J95125. Cross Sound Ferry
File: F-Trip Information
37
.
.
140
120
100
'; 80
0
.r:
";;
~
U
:E 60
~
>
40
20
140
120
100
'; 80
0
.r:
";;
~
U
:E 60
~
>
40
20
,
,
.,
,
.
.
FIGURE 26
Weekday Vehicle Arrivals - Auto Ferry
o
7AM 8AM 9AM lOAM llAM 12N 1PM 2PM 3PM 4PM 5PM 6PM 7PM 8PM 9PM 10PM llPM
Time
Weekday Vehicle Departures - Auto Ferry
o
7AM 8AM 9AM lOAM 11 AM l2N lPM 2PM 3PM 4PM 5PM 6PM 7PM 8PM 9PM 10PM l1PM
Time
.
FIGURE 27
.
38
.
FIGURE 28
.
Saturday Vehicle Arrivals - Auto Ferry
20
140
120
100
S 80
0
"'
<;;
~
U
:E 60
~
>
40
o
7AM 8AM 9AM lOAM llAM l2N 1PM 2PM 3PM 4PM 5PM 6PM 7PM 8PM 9PM 10PM 11PM
Time
Saturday Vehicle Departures - Auto Ferry
140
120 --- -- ----------
100
-
~ 80
0
"'
<;;
~
U
:E 60
~
>
40
20
o
7AM 8AM 9AM 10AM 11AM 12N 1PM 2PM 3PM 4PM 5PM 6PM 7PM 8PM 9PM 10PM 11PM
T,ime
.
FIGURE 29
.
3f
100
5 80
0
.c
-;;
~
U
:E 60
~
>
.
.
FIGURE 30
Sunday Vehicle Arrivals - Auto Ferry
140
120
40
20
o
7 AM 8 AM 9 AM 10 AM 11 AM 12 N 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM 10 PM 11 PM
Time
Sunday Vehicle Departures - Auto Ferry
140
120 -----.-..---'"
100
5 80
0
.c
-;;
~
U
:E 60
~
>
40
20
o
7AM 8AM 9AM 10AM 11AM 12N 1PM 2PM 3PM 4PM SPM 6PM 7PM 6PM 9PM 10PM 11PM
Time
.
FIGURE 31
.
40
. FIGURE 32
.
Weekday Arrivals - Sea Jet
350
300
250
~
~
0
:I: 200
"i!
~
'"
c
~ 150
~
~
~
0.
100
o
50
7 AM 8 AM 9 AM 10 AM 11 AM 12 N 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM
Time
Weekday Departures - Sea Jet
350
300
250
~
"
0
<: 200
~
~
"
'"
c
" 150
~
~
~
0.
100
50
0
8AM 9AM lOAM llAM 12N
1~ 2~ J~ 4~ 5~ 6~ 7~ 8~ 9~
Time
FIGURE 33
.
.
41
5
o
J: 200
;;;
-
~
0>
C
~ 150
'"
..
"-
.
.
FIGURE 34
Saturday Arrivals - Sea Jet
350
300
250
100
50
o
7 AM 8 AM 9 AM 10 AM 1 1 AM 12 N 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM
Time
Saturday Departures - Sea Jet
350
300 . .-_-. -- --- ---
250
5
0
J: 200
;;;
~
0>
C
~ 150
'"
'"
..
"-
100
50
o
8 AM 9 AM 10 AM 11 AM 12 N 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM
Time
.
FIGURE 35
.
42
.
.
FIGURE 36
Sunday Arrivals - Sea Jet
350
300
250 .-----....-----.
-
"
0
:I: 200
;;;
-
m
01
c
m 150
"
"
..
0..
100
50
350
300
250
-
"
0
:I: 200
;;;
-
m
01
c
.. 150
"
"
..
0..
100
50
o
7AM 8AM 9AM lOAM llAM 12N lPM 2PM 3PM 4PM 5PM 6PM 7PM 8PM 9PM
Time
Sunday Departures - Sea Jet
o
8 AM 9 AM 10 AM 11 AM 12 N 1 PM 2 PM 3 PM 4 PM 5 PM 6 PM 7 PM 8 PM 9 PM
Time
FIGURE 37
.
4::
.
.
.
. Auto Vessel/High Speed Vessel
All of the 5 auto vessels carry passengers that walk-on and are unassociated with the
vehicles the vessel carries, but the percentage of walk-on passengers appears relatively
insignificant because of the attractiveness of the high-speed vessels in serving walk-on
passenger needs at a much faster pace. If there were no high speed vessel or if there
were less service, the passengers would migrate to the vehicle vessel.
Prior to the introduction of the high-speed passenger-only service, all walk-on
passengers were accommodated on the auto ferries with the larger boats, the John H.
anI! Cape Henlopen, carrying the bulk of the walk-ons because of the availability of
passenger carrying capacity. Walk-on passengers prior to the Sea Jet I, reduced the
available seating for the automobile drivers and their passengers. Thus, the introduction
of Sea Jet I maintained the quality of service for passengers on the auto vessels.
Currently, walk-ons for the auto vessels still increase when the Sea Jet I is out of
service, during midday hours when Sea Jet is not running, or during the winter when
total passenger ridership will not economically support Sea Jet I operation.
It was recognized by the management of the Cross Sound Ferry Services that
logistically, carrying full auto capacity and a high number of walk-on passengers on the
same ship was difficult. Operationally, it was deemed better to spread the load out over
different time periods. In order to do this, the high-speed ferry (Sea Jet I) was
introduced. The departures for the Sea Jet were scheduled to coincide with the arrivals
and departures of the smaller auto vessels to minimize loading and parking operations.
The attractiveness of the service has potentially encouraged travelers tQ leave their
vehicles in Orient and avail themselves of mass transportation service of the Sea Jet and
associated bus and train transportation on the Connecticut side. This should be
considered a major benefit in that it deceases vehicle miles traveled in automobiles, a
major environmental accomplishment in this region where ozone levels are above
standard.
Furthermore, providing the high speed passenger service which improves logistical
operations for the service has the additional benefit of spreading out the traffic loads on
Route 25. From this standpoint, the high speed passenger service is beneficial to
transportation services in Southold Town.
Dunn2/95125, Cross Sound Ferry
File: F.Trip Information
44
.
.
. Sources of Existing Traffic, Cross Sound Ferry Services
The origins of passengers taking the Cross Sound Ferry from Orient Point to New
London are indicated concomintant with the purpose of the trip and the frequency of
ridership in Table 10, Ridership Information. Weekend travel is the purpose for 59%
of the services travelers with 35% of the passengers utilizing the service 4 to 8 times per
year.
Dunn2/95125, Cross Sound Ferry
File: F. Trip Information
45
.
.
Origin of Orient Point to New London Passengers
Origin.
Percent
East End of Long Island (Including Brookhaven)
35%
West End of Long Island
41%
Boston Area
7%
Rhode Island
5%
Other
12%
TOTAL
100%
Purpose of Trip
Purpose
Percent
Weekend Trip
59%
Family Vacation
Business Trip
21%
TOTAL
20%
100%
Frequency of Ridership
Number of Riders
Percent
More than once a year
28%
4 to 8 times a year
1 to 2 times a year
Less than once a year
35%
25%
12%
TOTAL
100%
Source: 1994 Survey
Table 10
Ridership Information
Orient Point Auto/Passenger Service to New London
Shared Folder\CrossSoundFerry-95125
File: Tablel0.wpd
46
.
.
7. Existing level of Service and Carrying Capacity on Route 25 East of the
Intersection of NYS Route 25 and Main Street (Greenport) to the Eastern End
of Route 25
. levels of Service Descriptions
Typically, three parameters are used to describe service quality on two lane highways.
These parameters are a) average travel speed, defined as the distance divided by the
average travel time of all vehicles, b) percent time delay, defined as the average
percent of time that all vehicles are delayed while traveling in platoons due to the
inability to pass, and c) capacity utilization, defined as the ratio of dem.and flow rate
to the capacity of the facility. These Levels of Service (LOS), designated "A" through
"F" in descending quality of service, are defined as follows:
Level of Service A
LOS A would result in average speeds approaching 60 mph on two-lane highways. The
passing frequency required to maintain these speeds has not reached a demanding level.
Passing demand is well below passing capacity, and almost no platoons of three or more
vehicles are observed. Drivers would be delayed no more than 30 percent of the time
by slow-moving vehicles.
Level of Service B
LOS B is characterized by speeds of 55 mph or slightly higher. Passing demand needed
to maintain desired speeds becomes significant and approximately equals the passing
capacity. Drivers are delayed up to 45 percent of the time on the average. Above this
flow rate, the number of platoons forming in the traffic stream begins to increase
dramatically.
Level of Service C
Further increases in flow characterize LOS C, resulting in noticeable increases in
platoon formation, platoon size and passing difficulties. Average speed still exceeds 52
mph, even though unrestricted passing demand exceeds passing capacity. While traffic
flow is stable, it is becoming susceptible to congestion due to turning traffic and slow-
moving vehicles. Percent time delays are up to 60 percent.
Dunn2/95125, Cross Sound Ferry
File: Results.wpd
47
.
.
Level of Service D
Unstable traffic flow is approached as traffic flows enter LOS D. The two opposing
traffic streams essentially begin to operate separately at higher volume levels, as passing
becomes extremely difficult. Passing demand is very high, while passing capacity
approaches zero. Platoon sizes of5 to 10 vehicles are common, although speeds of 50
mph can still be maintained. The percentage of time motorists are delayed approaches
75 percent. This is the highest flow rate that can be maintained for any length of time
over an extended section without a high probability of breakdown.
Level of Service E
LOS E is defined as traffic flow conditions on two-lane highways having a percent time
delay of greater than 75 percent. Under ideal conditions, speeds will drop below 50
mph. Average travel speeds on highways with less than ideal conditions will be slower,
as low as 25 mph in some cases. Passing is virtually impossible under LOS E
conditions, and platooning becomes intense when slower vehicles or other interruptions
are encountered.
Level of Service F
As with other highway types, LOS F represents heavily congested flow with traffic
demand exceeding capacity. Volumes are lower than capacity, and speeds are below
capacity speed.
. Existing levels of Service
This section outlines the results of a capacity analysis for three portions of roadway
within the New York State Route 25 study area. Specifically, through the use of
Highway Capacity Software, the existing levels of service and the carrying capacity of
Route 25 from Main Street to East Marion Orient Park were determined. In addition,
the existing levels of service and the carrying capacity were found for Route 25 from
East Marion Orient Park to Narrow River Road and from Narrow River Road to the
eastern terminus of Route 25. The analysis was completed for three one-hour time
periods within a typical weekday, Saturday, and Sunday.
Table II presents a summary of the capacity analysis. The level of service listed in the
table pertains to peak period (15 minutes) operations within each one-hour time frame.
In general, the section of Route 25 from Main Street to East Marion Orient Park
exhibited a lower level of service than the sections to the east toward the eastern
Ounn2/95125. Cross Sound Ferry
File: Results.wpd
48
Existing Volume Existing level ot
Road Time ot Week Time-ot-Day Two-Way Capacity (vehicles per hour) Service
(vehicles per hour) (Peak August (Peak August
1998) 1998)
11:00A.M.-12 Noon 2225 656 D
Weekday 5:00-6:00 P.M. 2280 864 D
!- - -- - - -------
9:00-10:00 P.M. rn 2122 340 C
- --~----_._--- --~~. -----.----- .._____u
11:00 A.M.-12 Noon 2239 1201 E .
NYS Route 25 from
Suffolk County Road 48 to Saturday 5:00-6:00 P.M. 2197 1145 E
East Marion Orient Park ----.- --- ._------ -----.---
9:00-10:00 P.M. 2197 509 C
--------- -~----- ------------- ------
11 :00 A.M.-12 Noon 2184 1266 E
Sunday 5:00-6:00 P.M. 2133 1281 E
--------------
9:00-10:00 P.M. 2294 604 D
...--------- ----
11 :00 A.M.-12 Noon 2122 423 C
-- --"--
Weekday 5:00-6:00 P.M. 2211 503 C
---------
9:00-10:00 P.M. 2197 220 8
--_._-- -- -- - - -------.------
11:00 A.M.-12 Noon 2156 732 D
NYS Route 25 from East ---------- ---------
Marion Orient Park to Saturday 5:00-6:00 P.M. 2225 661 D
Narrow River Road -----------..-- .
9:00-10:00 P.M. 2064 259 C
11 :00 A.M.-12 Noon 2087 753 D
-------...-
Sunday 5:00-6:00 P.M. 2156 900 E
------- ...-
9:00-10:00 P.M. 2252 385 C
Table 11
Capacity Analysis Results for NYS Route 25
August 1998 Peak Period
Shared Folder\CrossSoundFerry-95125
File: Tablel1.wpd
49
Road
NYS Route 25 from
Narrow River Road to its
Eastern Terminus
f- -
I
I
i
I
I
Shared Folder\CrossSoundFerry.95125.00
File: Tablel1.wpd
Time of Week
Weekday
Sunday
Time-of-Day
i 11 :00 A.M.-12 Noon
,
9:00-10:00 P.M.
! 11:00 A.M.-12 Noon
i--- ---------.-------
I 5:00-6:00 P.M.
19:00-10:00 P.~.
Two-Way Capacity
(vehicles per hour)
I
2133
2239
2294
2239
2211
2122
2064
2133
2294
Table 11 (Continued)
Capacity Analysis Results for NYS Route 25
August 1998 Peak Period
50
Existing Volume Existing level of
(vehicles per hour) Service
,
(Peak August i (Peak August
19981 , 1998)
i
368 I C
I
360 , C
--
161 B
----- .
438 C
----
496 C
- ----- -----~
218 C
,
565 D
u_ --- - .-...--.--
764 D
341 C
.
.
.
terminus of Route 25, reflecting the significant change in traffic volume between the
two sections.
. Seasonal Variation
As noted previously in this report, the peak travel time of August has been chosen for
the purpose of this Study. August represents the peak of travel volume on Route 25 on
the North Fork, as well as the peak usage of the Cross Sound Ferry Services and peak
use of the adjacent Orient State Park.
While volumes on Route 25, the Cross Sound Ferry Services and the park are all
significantly lower in July than August, Cross Sound Ferry Services ridership drops to
approximately half the August ridership in September and June. This drop in ridership
continues through the Fall, Winter and Spring.
Figure 38, Monthly Passengers Carries versus Route 25 Volumes, indicates the extreme
seasonal variation in total passenger ridership of the Cross Sound Ferry ServiCes as well
as extreme seasonal variation in traffic on Route 25 at the permanent count station in
Mattituck.
8. Assessment of the Potential of Uninterrupted Traffic Flow Along Route 25
Resulting from Vehicles Unloading at the Orient Terminal
It is recognized that the existing auto transport service does create a stream of traffic exiting
the vessel as it docks.. However, the unloading of vehicles only lasts from 5 to 15 minutes
depending on how full the vessel is and the size of the vessel. Momentary delays in the
unloading period cause gaps in this stream of traffic as does driver behavior as slower drivers
allow gaps to develop between themselves and faster drivers. The unloading only occurs
once every hour and more often than not lasts 5 minutes or less. The other portion of the
hour, no traffic is generated by vehicles departing the auto-ferry.
The high speed passenger vessel is another situation. The passengers have to walk off the
ship, carrying their belongings, find their vehicle in the parking lot, and pack the car, thus
stretching out the departures from the parking lot and creating more random gaps. This
random departure pattern provides for gaps in the traffic stream along Route 25.
DunnZ/95125. Cross Sound Ferry
File: Results.wpd
51
FIGURE 38
Monthly Passenger Carries vs. Route 25 Volumes
200,000 20,000
180,000 18,000
,
160,000 , 16,000
, ' .
.. ,
140,000 ,
, 14,000
..c::: I Route 25 -~ ,
-
c , <
0 ,. CD
~ 120,000 , - ---_._--~., 12,000 :r
, Q.
-- ,
l/l ,. . . CD
"- 100,000 tL_ . 10,000 CIl
Q) . - - , - . . "'0
0> ,
C -. CD
Q) ...,
l/l 80,000 8,000 0
l/l Cross Sound Ferry OJ
ell '<
0-
60,000 6,000
40,000 4,000
20,000 2,000
0 0
~ ~ ti '2 ,., .. ,., 1;; ~ ~ ~ ~
'" '" c. '" c "5 =>
::;; => .c .c .c .c
=> 2 '" <( ..., ..., C> E 0 E E
c .c ::;; => t3
'" <( .& .. 1l
..., .. 0 >
lL C. 0 ..
.. z 0
en
Month . Passengers I Month
- .- Vehicles I day
.
.
CI1
I\)
.
.
It should be pointed out that traffic caused by both auto and high speed ferry service does not
produce uninterrupted traffic flow for long periods of time along Route 25. The further away
from the terminal along Route 25, the more gaps will be introduced into the traffic stream
not only due to activity at the terminal but also due to friction along the roadway. Residents
along Route 25 will be able to pull out of driveways and side streets without being
significantly affected.
9. Methods of Handling Traffic Flow During Unloading Process
Observations show that when the auto carrying vessel arrives and the ship docks, the vehicles
leave the boat as soon as they can. This is an orderly process. The passengers, both from
the auto carrying vessels and the high-speed passenger-only vessels, cause more random
departures. The passengers unload and then proceed to their cars. Because of the walking
time and start-up time, the traffic leaving the parking area is random.
All traffic exits either the boat or the parking lot and enters Route 25 westbound proceeding
to their destinations. Due to the relatively low volumes and the random passenger
departures, vehicles entering Route 25 do so in a timely and orderly manner.
10. Cross Sound Ferry Services, Inc. Growth
During the time period, 1996 to 1998, the Cross Sound Ferry Services saw a decrease in total
passengers of 8.0% while total autos carried increased by 7.7%. Total trucks carried
increased by 4.1 %.
In addition, the Cross Sound Ferry Services passenger and vehicles were also compared for
a common time period in August of both 1996 and 1998. Specifically, data was obtained
from Friday, August 16, 1996 until Monday, August 26, 1996 for the total number of
passengers and vehicles carried by the ferries. For comparison purposes, data was also
obtained from Friday, August 7, 1998 until Monday, August 17, 1998.
This data showed that the Sea-Jet ferry carried 14,699 passengers during this time period in
1996 and 14,527 during the similar time period in 1998. These passenger totals show a
decrease of 1.2% from 1996 to 1998. Similarly, the number of automobiles carried on the
auto ferry went from 21,172 during the 1996 time period to 20,122 in the 1998 time period.
This is a decrease of 5.0%.
Dunn2/95125. Cross Sound Ferry
File: Results.wpd
53
.
.
The growth in Cross Sound Ferry Service usage on a year to year basis, particularly in motor
vehicle hauls, is explained by a variety of causes. First, traditionally on Long Island, vehicle
registrations and the issuance of licenses has grown at a faster pace than population.
Secondly, the Cross Sound Ferry Service is an important link in Long Island's transportation
system. It is a link by which the population of the five eastern towns of Long Island,
Brookhaven and much of Suffolk County can access New England without traversing the
heavily congested Nassau County and New York City area. The Service thus provides a
route which avoids the continuing and increasing congestion in the Nassau County/New
York City area for a wide area with a steadily growing population. Additionally, economic
conditions have improved across Long Island. Cross Sound Ferry Services traffic is
dependent upon: economy, weather, traveler preferences, which in itself are occasioned by
destinations and their popularity, the relative efficiency and costs of alternative access,
including airplane, congestion in Queens (Whitestone and Throgs Neck Bridges), and road
construction in western Long Island and southern Connecticut, and whether there is new
water carrier service developed between Connecticut and Montauk.
11 . Parking Considerations
The totalcapacity of existing on-site parking provided by Cross Sound Ferry Services, Inc.
is 345 vehicles. Due to techniques undertaken by Cross Sound Ferry Management in order
to maximize its existing parking facilities, observations during peak times showed that the
existing parking is adequate to meet the demands of the patrons of Cross Sound Ferry
Services, Inc. In particular, the adequacy of the parking is only a factor during the months
of June, July and August when peak travel occurs. During the months of May and
September ridership is down by over 40% and there is plenty of excess capacity in the
existing parking lots. Indeed, the existing parking accommodates the existing ridership
because of parking management techniques implemented by Cross Sound to maximize use
of the available parking. In order to maximize the use of the available space parking aids are
used to assure that incoming vehicles are parked in the most efficient and effective manner
possible.
Both the West Parcel and the Snack Bar Parcel are used to provide the longer term parking
for the vessel customers who are not crossing with their cars. These are used for "assisted
parking". Various numbers of land-based employees are assigned to assist the vehicle
drivers in parking in the unmarked gravel parking areas, as close to one another as possible,
to increase the parking efficiency and maximize the use of these two parcels. The staff has
the option of parking these vehicles in planned areas, which could include directing compact
cars to certain areas, etc. Measuring the results of the assisted parking, a typical spacing of
Dunn2/95125. Cross Sound Ferry
File: Results.wpd
54
.
.
8' to 8.6' per car exists. In addition, certain areas which are used to afford initial ingress and
egress to the Snack Bar Parcel can be used for parking when the lot reaches its capacity,
while still allowing a central exit and entrance area at all times.
A report published by the Institute of Transportation Engineers entitled, "Traffic Engineering
Handbook" states:
"Commercial parking attendants can park large cars in stalls less than 8 feet wide.
With self-parking, stall widths that will accommodate most passenger cars and
light trucks range between 8.3 feet and 8.8 feet, depending on anticipated parking
activity. Where parking turnover is expected to be low, as for all-day parking,
narrower stall widths are usually acceptable."
In addition, the report explains that stall widths of 8.25 feet are acceptable for low turnover
parking lots such as a commuter lot. The Cross Sound Ferry parking lots can be considered
commuter lots since they share certain key characteristics. The main similarity is that
vehicles remain in both lots for extended periods oftime. This time period can reach into
several hours or even an overnight time period.
Little or no complaints have been made in the recent past concerning the parking situation.
Also, the Cross Sound Ferry Services, Inc. growth showed a decrease in walk-on passengers
from 1996 to 1998. This decrease indicates that use of the high speed Ferry appears to have
stabilized. Therefore, the existing parking is adequate to meet current demands.
Dunn2/95125. Cross Sound Ferry
File: Results.wpd
55
.
.
B. Description of Pedestrian/Cycling
Activity Safety from the
Intersection of NYS Route 25
and Main Street (Greenport) to
the Eastern End of Route 25
Dunn2/9512S. Cross Sound Ferry
File: Dvdrs.wpd
S6
.
.
Non-Motorist Activity
Non-motorist counts were obtained from the New York State Department of Transportation
for all four Saturdays in the month of August 1997. Manual counts of pedestrians, bicyclists,
and skateboarders traveling in both the eastbound and westbound directions on Route 25
between Rocky Point Road and Old Orchard Road from 10:00 A.M. to 4:00 P.M. were
recorded. A summary of the non-motorized counts, Non-Motorized Count Summary, is
presented in the Appendix.
During the month of August 1997, the Saturday eastbound average counts for the 6 hour
period were: 58 pedestrians (40%), 74 bicyclists (52%), and 11 skateboarders (8%). For the
westbound direction on Saturday, the counts averaged: 70 pedestrians (46%),71 bicyclists
(46%), and 12 skateboarders (8%).
The pavement condition of Route 25 is excellent. In 1994, the road was repaved and
widened. Route 25 provides one lane in each direction, each having a width of 10 feet.
Route 25 also provides wide shoulders, each having a width of? feet. Both shoulders are
in excellent condition. The wide edge lines which separate the shoulders from traffic are in
good condition.
In order to develop a quantitative approach to rating Route 25 as a bicycle route, available
publications and reports were researched. In checking the bicycle suitability on Route 25
with the available criteria, characteristics considered to be primary factors were taken into
account. The characteristics (listed in order of significance) are:
. Shoulder width;
. Annual daily traffic (ApT) volume per lane;
. Speed limit; and,
. Shoulder pavement conditions
Factor scores for each of the individual characteristics were obtained using various studies
and reports. Suitability criteria in these sources are oriented toward intermediate or
experienced bicyclists who are familiar with the rules of the road and effective cycling. Each
suitability factor has three (or five) possible value ranges with factor scores ranging from +2
to -2. The middle range for each suitability factor corresponds to minimum desirable
bicycling conditions. The low suitability factor range corresponds to desirable bicycling
conditions, whereas the high suitability factor range corresponds to less than desirable
bicycling conditions. The suitability factor ranges were selected based upon available
Dunn2l9S12S.00. Cross Sound Ferry
File: Pedestrian-Environment~2.wpd
57
. .
information from several other studies and reports. According to the available publications
and reports researched, it is recommended that:
. a factor score of 2 be used if the shoulders are greater than 6 feet wide,
· a factor score of -I be used if the traffic volumes, ADT per lane, are in the 5,000 to
9,999 range,
· a factor score of I be used if the posted speed limit falls in the 40 to 49 mph range,
and
· a factor score of2 be used if the shoulder/travellane pavement surface quality is new
or in very good condition.
A single numerical suitability score (bicycle suitability score) was obtained by summing the
score for each factor. Each suitability factor was weighted equally for simplicity. The
bicycle suitability score value was then interpreted using available information from several
other studies and reports.
According to various sources, the resulting bicycle suitability score can fall in either of four
ranges, each range having its own interpretation. A bicycle suitability score between 6 and
8 indicates that the physical characteristics of the roadway make it more than desirable for
intermediate to experienced bicyclists, and not for beginning bicyclists. A bicycle suitability
score between -I and 5 indicates that the physical characteristics of the roadway make it
desirable for intermediate to experienced bicyclists, and not for beginner bicyclists. A
bicycle suitability score between -2 and -5 indicates that the physical characteristics of the
roadway make it undesirable for intermediate to experienced bicyclists. Lastly, a bicycle
suitability score between -6 and -8 indicates that the physical characteristics of the roadway
make it more than undesirable for intermediate to experienced bicyclists.
On Route 25, the shoulders are 8 feet wide (factor score = 2), traffic volumes, ADT per lane
are in the 5,000 to 9,999 range (factor score = -I), the posted speed limit falls in the 40 to 49
mph range (factor score = I), and the shoulder/travellane pavement surface quality is new
or very good condition (factor score = 2). Summarizing the score for each factor resulted in
a bicycle suitability score of 4. This value indicates that the physical characteristics of the
roadway make it desirable for intermediate to experienced bicyclists, and not for beginner
bicyclists.
It is further interesting to note that in August 1996 the Cross Sound Ferry Service
accommodated 442 trips by bicyclists and could be a reason why the Route 25 bicycle route
is so popular.
Dunn2/9S 125.00. Cross Sound Ferry
File: Pedestrian-Environmcnt-2.wpd
58
.
.
The Cross Sound Feny Service provides a critical link in Long Island's transportation network. It
provides a transportation connection between the eastern tip of Long Island and New England for
autos, trucks, freight, buses and walk-on passengers. Currently, the vessel service operates five
combination auto and passenger vessels, the largest having a capacity of 120 cars and 1,000
passengers, and one that exclusively services passengers and has a maximum capacity of 400.
The passenger service only vessel, the Sea-Jet I, is a high speed ship that started trips in 1995 in
response to growing demand for passenger-only service. With the initiation of the high speed vessel
service, walk-on passengers who were using the auto vessels were given a new option. The bulk of
the walk-on passengers, which had previously been accommodated on the two largest of the auto
canying vessels were attracted to the high speed vessel. Further, the high speed vessel was
scheduled to arrive and depart port closer to arrival and departure of the smaller of the auto canying
vessels. The new scheduling thus moved vehicle arrivals and departures at the Orient terminal
associated with walk-on passengers to hours of the day when the small auto canying vessels
generated little traffic.
As part of the study of traffic conditions along Route 25 between Greenport and Orient, an
examination of accident statistics was made. The accident experience on this portion of Route 25
prior to 1996 was somewhat higher than the statewide average for similar facilities. However, in
1994 and 1995 the State reconstructed the roadway, provided drainage, installed new signing and
pavement markings, and improved the condition of the shoulders.
It is recognized that the existing auto transport service does create a stream a traffic exiting the vessel
as it docks. Momentary delays in the unloading period cause gaps in this stream of traffic as does
driver behavior as slower drivers allow gaps to develop between themselves and faster drivers. The
unloading only occurs once every hour and more often than not lasts 5 minutes or less. The other
portion of the hour, no traffic is generated by vehicles departing the auto-feny. On the high speed
passenger vessel passengers have to walk off the ship, carrying their belongings, find their vehicle
in the parking lot, and pack the car, thus stretching out the departures from the parking lot and
creating more random gaps. This random departure pattern provides for gaps in the traffic stream
along Route 25.
It should be pointed out that traffic caused by both auto and high speed feny service does not
produce uninterrupted traffic flow for long periods of time along Route 25. The further away from
the terminal along Route 25, the more gaps will be introduced into the traffic stream not only due
to activity at the terminal but also due to friction along the roadway. Residents along Route 25 will
be able to pull out of driveways and side streets without being significantly affected.
Ounn2J95125.0Q, Cross Sound Ferry
File: Summary.wpd
60
.
.
The section of Route 25 from Main Street to East Marion Orient Park exhibits a lower level of
service than the sections to the east toward the eastern terminus of Route 25. This is caused by the
significant change in traffic volume between the two sections.
The total capacity of existing on-site parking provided by Cross Sound Ferry Services, Inc. is 345
vehicles. Due to techniques undertaken by Cross Sound Ferry Management in order to maximize
its existing parking facilities, observations during peak times showed that the existing parking is
adequate to meet the demands of the patrons of Cross Sound Ferry Services, Inc. In particular, the
adequacy of the parking is only a factor during the months of June, July and August when peak
travel occurs. During the months of May and September ridership is down by over 40% and there
is plenty of excess capacity in the existing parking lots. Indeed, the existing parking accommodates
the existing ridership because of parking management techniques implemented by Cross Sound to
maximize use of the available parking. In order to maximize the use of the available space parking
aids are used to assure that incoming vehicles are parked in the most efficient and effective manner
possible.
In addition, little or no complaints have been made in the recent past concerning the parking
situation. Also, the Cross Sound Ferry Services, Inc. growth showed a decrease in walk-on
passengers from 1996 to 1998. This decrease indicates that use of the high speed ferry appears to
have stabilized. Therefore, the existing parking is adequate to meet current demands.
Bicycle and pedestrian use along Route 25 was also examined. In general, usage was found to be
low but was significant. It was also noteworthy that the Cross Sound Ferry contributes to Route 25's
popularity with bicyclists because of the numbers transported by the vessel during the summer
months. Route 25 between Greenport and Orient was also rated for its suitability as a bicycle route
using available criteria. The roadway was found to be user-friendly for intermediate and experienced
bikers, particularly due to its wide high quality shoulders and light adjacent traffic loads.
Dunn2/95125.0Q, Cross Sound Ferry
File: Summary.wpd
61
NEW YORK STATE
DEPT OF TRANSPORTATION
AVERAGE WEEKDAY
HOURLY REPORT
AM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
PM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
TOTALS
EASTBOUND
2
2
1
2
2
11
85
114
140 **
73
130
74
88
63
107
68
86
42
41
20
28
14
15
5
1,213
.
WESTBOUND
4
4
o
4
1
5
27
55
91
60
75
72
98
60
137
89
161 **
40
70
51
43
33
9
14
1,203
.
ROUTE 25
NARROW RIVER RD
TO ORIENT POINT
OCTOBER 1995
FILE NAME
RT25 072951095
DAILY TOTAL
2,416
EST. AADT
2,700
** DENOTES
PEAK HOUR
NEW YORK STATE
DEPT OF TRANSPORTATION
AVERAGE WEEKDAY
HOURLY REPORT
AM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
PM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
TOTALS
EASTBOUND
5
3
3
2
6
19
98
161
181 **
118
168
117
140
141
168
138
144
96
76
49
43
28
26
12
1,942
.
WESTBOUND
3
2
o
4
3
15
56
94
150
115
115
108
159
109
224 **
158
178
96
90
59
45
36
12
14
1,845
.
ROUTE 25
CR 48 MIDDLE ROAD TO
NARROW RIVER ROAD
OCTOBER 1995
FILE NAME
RT25 072961095
DAILY TOTAL
3,787
EST. AADT
4,200
** DENOTES
PEAK HOUR
.
.
Route 25
East of Main Street
Greenport
Friday, August 16, 1996
to
Friday, August 23, 1996
Disk #390. Cross Sound Ferry
File: Dividers
10/07/97
09:38:10
4IbUNN ENGINEERING ASSOCIAT~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 1
BASIC COUNT DATA PRINT
3ite ID :
Info 1:
Info 2:
RT.25 E/O MAIN ROAD
EB
WB
Start Time:
Start Date:
End Time
End Date
13:00
Aug 16,
21:00
Aug 23,
1996 Fri
1996 Fri
Factor
1. 000
~******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
: 45 Total
---------------------------------------------
08/16/96 13: 00 105 84 110 115 414
14:00 110 150 104 91 455
15:00 103 103 111 114 431
16:00 145 107 115 130 497
17:00 122 120 119 106 467
18:00 115 114 102 90 421
19:00 82 77 70 74 303
20:00 59 87 75 68 289
21:00 72 76 70 42 260
22:00 65 40 41 39 185
23:00 37 34 26 31 128
Jaily Total 3850 Average Period: 85.6
a.M Total 0 ( 0.0%) Average Hour 350.0
PM Total 3850 (100.0%)
Peak AM Hour: Peak AM Factor:
Peak PM Hour: 16:00= 497 ( 12.9%) Peak PM Factor: 0.857
10/07/97
09:38:10
~UNN ENGINEERING ASSOCIATE~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 2
r******************************************************************************
.wane #1 Info EB
Lane Mode : Subtraction
;ensor Used : Axle
,******************************************************************************
Date Time :00 :15 :30 : 45 Total
.--------------------------------------------
08/17/96 00:00 17 28 10 15 70
01:00 11 15 5 7 38
02:00 4 10 7 8 29
03:00 6 1 2 6 15
04:00 1 6 6 4 17
05:00 10 10 16 29 95
06:00 46 57 73 43 219
07:00 66 85 62 58 271
08:00 82 122 84 80 368
09:00 121 148 117 116 502
10:00 147 150 150 154 601
11:00 157 175 163 146 641
12:00 173 170 168 172 683
13:00 139 136 164 112 551
14:00 148 155 139 141 583
15:00 127 139 103 121 490
16:00 128 134 108 139 509
17:00 106 III 101 108 426
18:00 113 103 112 82 410
19:00 80 91 83 80 334
20:00 77 88 80 70 315
21:00 54 65 47 42 208
22:00 48 36 39 37 160
23:00 34 29 23 32 118
Daily Total 7623 Average period: 78.6
~ Total 2836 37.2%) Average Hour 317.6
?M Total 4787 62.7%)
Peak AM Hour: 10:45= 649 ( 8.5%) Peak AM Factor: 0.927
?eak PM Hour: 12:00= 683 ( 8.9%) Peak PM Factor: 0.987
10/07/97
09:38:10
4IbUNN ENGINEERING ASSOCIAT~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 3
.0/07/97
09:38:10
~UNN ENGINEERING ASSOCIATE~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 4
"******************************************************************************
.1....Iane #1 Info EB
Lane Mode : Subtraction
;ensor Used : Axle
"******************************************************************************
Date Time :00 :15 :30 :45 Total
.--------------------------------------------
U8/19/96 00:00 12 15 6 4 37
01:00 6 4 3 1 14
02:00 2 2 5 1 10
03:00 1 2 0 2 5
04:00 4 3 2 2 11
05:00 5 8 10 23 46
06:00 32 57 72 53 214
07:00 50 80 89 66 285
08:00 65 83 76 82 306
09:00 87 95 93 82 357
10:00 87 111 102 112 412
11 :00 108 99 128 102 437
12:00 119 133 109 89 450
13 :00 101 101 113 86 401
14 :00 100 102 103 75 380
15:00 87 82 81 92 342
16:00 88 104 98 93 383
17:00 85 92 90 85 352
18:00 78 82 74 65 299
19:00 54 72 54 52 232
20:00 52 52 37 33 174
21:00 27 45 29 17 118
22:00 18 22 21 21 82
23:00 19 11 14 6 50
Daily Total 5397 Average period: 55.6
l,M Total 2134 39.5%) Average Hour 224.9
?M Total 3263 60.4%)
Peak AM Hour: 10:45= 447 ( 8.2%) Peak AM Factor: 0.873
"'eak PM Hour: 12:00= 450 ( 8.3%) Peak PM Factor: 0.846
,-0/07/97
09:38:10
~UNN ENGINEERING ASSOCIAT~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 5
r******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
;ensor Used : Axle
(******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/20/96 00:00 10 7 5 7 29
01:00 9 5 4 1 19
02:00 3 1 2 1 7
03:00 3 2 1 1 7
04:00 2 1 6 1 10
05:00 4 11 7 15 37
06:00 18 56 51 51 176
07:00 55 94 100 83 332
08:00 62 80 60 69 271
09:00 83 95 88 84 350
10:00 96 101 84 77 358
11:00 86 118 97 80 381
12: 00 116 95 91 94 396
13 :00 92 87 89 72 340
14: 00 89 85 84 92 350
15:00 96 86 95 91 368
16:00 80 104 97 95 376
17:00 82 78 93 82 335
18:00 91 71 81 51 294
19:00 52 59 29 32 172
20:00 40 47 38 38 163
21:00 34 39 32 26 131
22:00 21 16 36 14 87
23:00 11 8 12 14 45
Daily Total 5034 Average period: 51. 9
o.M Total 1977 39.2%) Average Hour 209.8
PM Total 3057 60.7%)
Peak AM Hour: 11:00= 381 ( 7.5%) Peak AM Factor: 0.807
Peak PM Hour: 12:00= 396 ( 7.8%) Peak PM Factor: 0.853
10/07/97
09:38:10
.
DUNN
.
ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 6
r******************************************************************************
Lane #1 Info EB
TJane Mode : Subtraction
;ensor Used : Axle
r******************************************************************************
Date Time :00 :15 : 30 :45 Total
.--------------------------------------------
08/21/96 00:00 14 6 6 9 35
01:00 4 6 3 2 15
02:00 3 2 3 1 9
03:00 0 2 1 4 7
04:00 0 2 2 0 4
05:00 4 5 8 10 27
06:00 27 47 40 38 152
07:00 47 79 78 88 292
08:00 81 82 80 53 296
09:00 83 87 91 78 339
10:00 87 88 89 64 328
11 :00 89 98 120 102 409
12:00 76 114 93 105 388
13 :00 90 76 89 82 337
14 :00 90 83 93 112 378
15:00 89 92 81 94 356
16:00 94 96 66 88 344
17:00 95 110 92 90 387
18:00 77 58 65 53 253
19:00 52 55 47 43 197
20 :00 30 42 32 32 136
21:00 32 43 54 28 157
22:00 22 30 23 23 98
23:00 21 17 14 15 67
Daily Total 5011 Average Period: 51.7
~ Total 1913 38.1%) Average Hour 208.8
.?M Total 3098 61. 8%)
Peak AM Hour: 11:00= 409 ( 8 .1%) Peak AM Factor: 0.852
?eak PM Hour: 12:15= 402 ( 8.0%) Peak PM Factor: 0.882
10/07/97
09:38:10
4ItUNN ENGINEERING ASSOCIAT~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 7
*******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
.Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/22/96 00:00 15 7 10 4 36
01:00 4 8 4 4 20
02:00 3 3 0 6 12
03:00 2 4 2 1 9
04:00 1 3 4 3 11
05:00 5 8 8 14 35
06:00 22 51 66 36 175
07:00 53 80 77 70 280
08:00 69 65 79 73 286
09:00 95 116 105 77 393
10:00 101 97 77 97 372
11:00 100 114 87 108 409
12:00 106 117 109 94 426
13 :00 77 95 91 101 364
14:00 75 83 82 95 335
15:00 85 94 102 101 382
16:00 118 96 83 92 389
17:00 100 105 76 75 356
18:00 89 102 76 63 330
19:00 56 76 52 57 241
20:00 43 41 40 39 163
21:00 54 51 32 29 166
22:00 31 30 19 17 97
23:00 16 11 16 15 58
Daily Total 5345 Average Period: 55.1
AM Total 2038 38.1%) Average Hour 222.7
PM Total 3307 61.8%)
Peak AM Hour: 11:00= 409 ( 7.6%) Peak AM Factor: 0.897
Peak PM Hour: 12:00= 426 ( 7.9%) Peak PM Factor: 0.910
10/07/97
09:38:10
~UNN ENGINEERING ASSOCIATE~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 8
*******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/23/96 00:00 15 7 3 2 27
01:00 10 3 4 6 23
02:00 6 5 3 5 19
03:00 2 2 1 1 6
04:00 2 1 3 4 10
05.: 00 5 8 10 15 38
06:00 29 55 61 45 190
07:00 62 89 69 82 302
08:00 70 81 77 79 307
09:00 81 102 107 84 374
10:00 115 104 109 95 423
11:00 102 105 124 102 433
12:00 119 133 128 135 515
13:00 112 114 96 110 432
14:00 89 126 111 97 423
15:00 92 107 97 102 398
16:00 115 128 III 103 457
17:00 134 118 126 100 478
18:00 101 106 86 92 385
19:00 88 92 86 71 337
20:00 71 90 78 62 301
21:00 93 93
Daily Total 5971 Average period: 70.2
!'.M Total 2152 36.0%) Average Hour 271.4
PM Total 3819 63.9%)
Peak AM Hour: 11:00= 433 ( 7.2%) Peak AM Factor: 0.873
Peak PM Hour: 12:00= 515 ( 8.6%) Peak PM Factor: 0.954
10/07/97
09:38:10
ttDUNN ENGINEERING ASSOCIAT~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 9
*******************************************************************************
Lane #2 Info
Lane Mode
Sensor Used
WB
: Subtraction
: Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/16/96 13: 00 76 113 90 82 361
14:00 133 89 75 194 491
15:00 109 105 119 126 459
16:00 85 75 102 156 418
17:00 144 112 63 74 393
18:00 142 107 85 175 509
19:00 57 61 90 109 317
20:00 125 105 55 142 427
21:00 50 50 60 41 201
22:00 92 42 144 28 306
23:00 30 64 23 14 131
Daily Total 4013 Average period: 89.2
!>,M Total 0 ( 0.0%) Average Hour 364.8
PM Total 4013 (100.0%)
Peak AM Hour: Peak AM Factor:
lk PM Hour: 14:45= 527 ( 13.1%) Peak PM Factor: 0.679
10/07/97
09:38:10
.
DUNN
.
ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 10
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 : 45 Total
---------------------------------------------
08/17/96 00:00 13 2 9 5 29
01:00 5 1 2 1 9
02:00 7 3 4 6 20
03:00 1 0 3 6 10
04:00 4 0 4 8 16
05:00 6 5 11 7 29
06:00 9 14 22 20 65
07:00 24 43 33 78 178
08:00 42 63 75 153 333
09:00 110 95 92 110 407
10:00 125 129 110 236 600
11:00 130 110 157 125 522
12:00 125 95 102 127 449
13:00 178 128 111 110 527
14:00 151 103 106 142 502
15:00 211 134 151 186 682
16:00 149 136 120 154 559
17:00 216 155 111 110 592
18:00 192 96 95 148 531
19:00 134 100 124 92 450
20:00 155 100 59 154 468
21:00 72 59 47 58 236
22:00 104 41 94 52 291
23:00 52 29 23 21 125
Daily Total 7630 Average period: 78.7
P.M Total 2218 29.0%) Average Hour 317.9
f'M Total 5412 70.9%)
Peak AM Hour: 10:45; 633 ( 8.2%) Peak AM Factor: 0.671
Peak PM Hour: 15:00; 682 ( 8.9%) Peak PM Factor: 0.808
10/07/97
09:38:10
tltUNN ENGINEERING ASSOCIATJIt
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 11
*******************************************************************************
Lane #2 Info WE
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/18/96 00:00 15 6 7 10 38
01:00 9 5 5 4 23
02:00 3 4 4 4 15
03:00 3 3 2 1 9
04:00 0 5 4 4 13
05:00 7 8 4 6 25
06:00 11 5 23 36 75
07:00 39 27 30 89 185
08:00 56 52 49 61 218
09:00 99 120 91 117 427
10:00 105 93 150 159 507
11:00 127 125 118 148 518
12:00 114 119 96 156 485
13 :00 204 110 119 133 566
14:00 112 171 103 212 598
15:00 166 140 197 139 642
16:00 145 125 138 121 529
17:00 234 205 141 136 716
18:00 196 156 108 217 677
19:00 143 107 162 108 520
20:00 154 153 84 136 527
21:00 104 81 47 51 283
22:00 127 27 119 44 317
23:00 25 50 25 10 110
Daily Total 8023 Average period: 82.7
AM Total 2053 25.5%) Average Hour 334.3
PM Total 5970 74.4%)
Peak AM Hour: 10:30= 561 ( 6.9%) Peak AM Factor: 0.882
Peak PM Hour: 17:00= 716 ( 8.9%) Peak PM Factor: 0.765
10/07/97
09:38:10
. .
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 12
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/19/96 00:00 5 6 6 5 22
01:00 4 2 8 3 17
02:00 1 1 2 2 6
03:00 4 1 3 2 10
04:00 3 11 8 6 28
05:00 6 11 22 17 56
06:00 21 24 30 34 109
07:00 29 48 44 69 190
08:00 68 61 46 136 311
09:00 64 83 64 84 295
10:00 93 94 92 156 435
11:00 96 99 90 123 408
12:00 105 90 85 149 429
13 :00 132 103 81 91 407
14:00 123 87 80 165 455
15:00 90 85 140 105 420
16:00 98 72 67 101 338
17:00 188 106 65 63 422
18:00 151 90 68 166 475
19:00 60 58 115 49 282
20:00 133 85 37 91 346
21:00 66 27 27 22 142
22:00 81 13 30 55 179
23:00 16 19 7 12 54
Daily Total 5836 Average Period: 60.2
AM Total 1887 32.3%) Average Hour 243.2
PM Total 3949 67.6%)
Peak AM Hour: 10:30= 443 ( 7.5%) Peak AM Factor: 0.710
Peak PM Hour: 14:45= 480 ( 8.2%) Peak PM Factor: 0.727
10/07/97
09:38:10
tlbUNN ENGINEERING ASSOCIAT~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 14
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/21/96 00:00 9 5 7 2 23
01:00 4 6 2 1 13
02:00 3 5 3 4 15
03:00 2 1 1 4 8
04:00 1 6 3 6 16
05:00 6 3 6 11 26
06:00 14 30 24 26 94
07:00 33 46 45 64 188
08:00 49 57 50 108 264
09:00 72 60 69 82 283
10:00 79 65 70 124 338
11:00 62 84 99 92 337
12:00 88 86 77 112 363
13: 00 76 102 90 82 350
14:00 108 88 70 169 435
15:00 76 79 122 104 381
16:00 86 90 69 167 412
17:00 120 73 69 61 323
18:00 176 76 67 138 457
19:00 46 52 100 56 254
20:00 80 110 34 82 306
21:00 58 17 19 21 115
22:00 62 18 51 13 144
23:00 21 33 11 22 87
Daily Total 5232 Average Period: 53.9
AM Total 1605 30.6%) Average Hour 218.0
PM Total 3627 69.3%)
Peak AM Hour: 10:45= 369 ( 7.0%) Peak AM Factor: 0.744
Peak PM Hour: 18:00= 457 ( 8.7%) Peak PM Factor: 0.649
10/07/97
09:38:10
.
DUNN
.
ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 15
~******************************************************************************
i.ane #2 Info WB
Lane Mode : Subtraction
;ensor Used : Axle
~******************************************************************************
Date Time :00 :15 :30 :45 Total
.--------------------------------------------
08/22/96 00:00 10 4 8 5 27
01:00 4 2 1 1 8
02:00 1 3 2 2 8
03:00 2 2 1 4 9
04: 00 3 3 4 6 16
05:00 6 3 6 7 22
06:00 17 25 27 30 99
07:00 32 37 43 69 181
08:00 65 49 41 98 253
09:00 61 70 49 69 249
10:00 106 74 111 90 381
11 :00 74 69 92 95 330
12:00 99 90 88 80 357
13: 00 125 86 83 91 385
14 :00 97 96 94 183 470
15:00 109 84 86 141 420
16:00 97 83 82 74 336
17:00 180 99 81 74 434
18:00 132 121 59 172 484
19:00 66 49 115 53 283
20:00 77 145 38 119 379
21:00 31 29 37 28 125
22:00 91 19 77 24 211
23:00 15 34 7 12 68
Daily Total 5535 Average Period: 57.1
:..M Total 1583 28.5%) Average Hour 230.6
PM Total 3952 71.4%)
Peak AM Hour: 10:00= 381 ( 6.8%) Peak AM Factor: 0.858
Peak PM Hour: 18:00= 484 ( 8.7%) Peak PM Factor: 0.703
LO/07/97
09:38:10
. .
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 16
,******************************************************************************
Lane #2 Info WE
Lane Mode : Subtraction
:ensor Used : Axle
,******************************************************************************
Date Time :00 :15 :30 :45 Total
.--------------------------------------------
08/23/96 00:00 13 5 3 6 27
01:00 5 6 2 3 16
02:00 4 4 4 1 13
03:00 3 5 1 1 10
04:00 1 3 9 4 17
05:00 6 6 3 7 22
06:00 16 31 23 30 100
07:00 29 53 41 68 191
08:00 54 55 68 73 250
09:00 101 73 59 82 315
10:00 124 99 82 161 466
11:00 103 84 99 146 432
12:00 95 85 69 153 402
13 :00 109 118 79 98 404
14:00 110 89 142 121 462
15:00 96 81 109 93 379
16:00 104 103 86 160 453
17:00 139 100 57 93 389
18:00 152 102 142 123 519
19:00 73 61 126 55 315
20:00 111 114 44 92 361
21:00 59 59
laily Total 5602 Average Period: 65.9
AM Total 1859 ( 33.1%) Average Hour 254.6
PM Total 3743 ( 66.8%)
'eak AM Hour: 10:00= 466 ( 8.3%) Peak AM Factor: 0.724
.?eak PM Hour: 18:00= 519 ( 9 .2%) Peak PM Factor: 0.854
10/07/97
09:38:10
~UNN ENGINEERING ASSOCIATE~
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 17
~==============================================================================
GRAND TOTALS
===============================================================================
***************************** LANES #1, & #2 FINAL ****************************
Total Lane 1
Lane 2
TOTAL
tI Days Lane 1
Lane 2
HIGHEST
AM Total Lane 1
Lane 2
TOTAL
?M Total Lane 1
Lane 2
TOTAL
Peak AM Lane 1
Lane 2
FINAL
?eak PM Lane 1
Lane 2
45415
47200
92615
7.42
7.42
7.42
Avg Period Lane 1
Lane 2
63.8
66.3
AVERAGE
65.0
ADT Lane 1
Lane 2
6123
6364
ADT
12487
15808 ( 34.8%)
12816 ( 27.1%)
28624
29607
34384
63991
11:00=
10:45=
11: 00=
12:00=
17:00=
FINAL : 17: 00=
Avg Hour Lane 1
Lane 2
256.6
266.7
30.9%)
523.2
AVERAGE
65.1%)
72.8%)
69.0%)
702 (08/18/96)
633 (08/17/96)
AM Factor Lane 1 0.954
Lane 2 0.671
-----
FINAL 0.954
PM Factor Lane 1 0.987
Lane 2 0.765
-----
FINAL 0.765
702 (08/18/96)
683 (08/17/96)
716 (08/18/96)
716 (08/18/96)
.
.
Route 25
West of Tabor Road
Orient
Friday, August 16, 1996
to
Friday, August 23, 1996
Disk #390. Cross Sound Ferry
File: Dividers
08/23/96
15:17:37
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
.
Page: 1
BASIC COUNT DATA PRINT
Site ID : MAIN ROAD W/O TABOR ROAD
Info 1: WB
Info 2: EB
Factor
1.000
Start Time:
Start Date:
End Time
End Date
13: 00
Aug 16,
23:00
Aug 18,
1996 Fr
1996 Su
Lane #1 Info
Lane Mode
Sensor Used
******************************************************************************
WB
: Subtraction
: Axle
******************************************************************************.
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/16/96 13:00 73 35 63 171
14:00 62 41 74 138 315
15:00 58 60 102 59 279
16:00 34 52 46 173 305
17:00 75 42 38 61 216
18:00 122 34 122 43 321
19:00 30 25 91 24 170
20:00 124 34 54 107 319
21:00 21 35 20 73 149
22:00 24 44 106 12 186
23:00 57 5 5 11 78
Daily Total 2509 Average Period: 57.0
AM Total 0 ( 0.0%) Average Hour 228.1
PM Total 2509 (100.0%)
Peak AM Hour: Peak AM Factor:
Peak PM Hour: 14:45= 358 ( 14.2%) Peak PM Factor: 0.649
08/23/96
15:17:37
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
.
Page: 2
******************************************************************************
Lane #1 Info : WE
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/17/96 00:00 8 2 3 3 16
01:00 0 0 2 1 3
02:00 2 1 2 2 7
03:00 0 1 3 3 7
04:00 1 0 4 0 5
05:00 4 3 5 1 13
06:00 5 4 8 16 33
07:00 21 19 40 42 122
08:00 24 45 58 99 226
09:00 58 44 39 71 212
10:00 53 51 139 89 332
11:00 55 52 110 67 284
12:00 49 64 61 148 322
13 :00 88 88 76 100 352
14:00 91 84 62 189 426
15:00 98 88 158 105 449
16:00 67 89 91 171 418
17:00 83 104 52 81 320
18:00 109 42 42 148 341
19:00 38 58 89 51 236
20:00 98 28 51 85 262
21:00 19 23 13 53 108
22:00 55 9 80 8 152
23:00 34 13 10 7 64
Daily Total 4710 Average Period: 48.6
"'\M Total 1260 26.7%-) Average Hour 196.3
. 'M Total 3450 73.2\)
.Peak AM Hour: 10:30= 335 ( 7.1%) Peak AM Factor: 0.603
Peak PM Hour: 14:45= 533 ( 11.3%) Peak PM Factor: 0.705
08/23/96
15:17:37
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 3
******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************,
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/18/96 00:00 6 4 2 4 16
01:00 5 0 5 1 11
02:00 0 2 0 1 3
03:00 3 1 0 0 4
04:00 0 6 1 0 7
05:00 2 5 2 8 17
06:00 7 4 11 17 39
07:00 12 15 27 49 103
08:00 24 17 27 40 108
09:00 45 39 24 67 175
10:00 42 40 108 60 250
11:00 61 56 79 67 263
12:00 73 62 54 157 346
13 :00 87 65 66 72 290
14:00 121 71 135 148 475
15:00 87 96 141 81 405
16:00 83 82 66 111 342
17:00 196 109 95 70 470
18:00 196 73 96 133 498
19:00 56 50 118 45 269
20:00 152 35 17 104 308
21:00 49 26 17 79 171
22:00 51 10 120 10 191
23:00 7 7
Daily Total 4768 Average Period: 50.7
~ Total 996 20.8%-) Average Hour 198.7
'M Total 3772 79.1%-)
Peak AM Hour: 10:30= 285 ( 5.9%-) Peak AM Factor: 0.660
"eak PM Hour: 16:45= 511 ( 10.7%-) Peak PM Factor: 0.652
08/23/96
15:17:37
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
.
Page: 4
******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/16/96 13:00 57 58 63 178
14:00 68 92 85 47 292
15:00 63 62 60 73 258
16:00 77 80 76 71 304
17:00 61 78 80 75 294
18:00 63 66 47 53 229
19:00 61 48 44 42 195
20:00 36 46 50 35 167
21:00 37 40 31 25 133
22:00 18 28 25 14 85
23:00 18 10 11 16 55
Daily Total 2190 Average Period: 49.8
AM Total 0 ( 0.0%) Average Hour 199.1
PM Total 2190 (100.0%)
Peak AM Hour: Peak AM Factor:
-'ak PM Hour: 13:45= 308 ( 14.0%) Peak PM Factor: 0.837
08/23/96
15:17:37
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
.
Page: 5
*****************************************************************************-
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*****************************************************************************1
Date Time :00 :15 : 30 :45 Total
---------------------------------------------
08/17/96 00:00 10 8 4 4 26
01:00 4 7 1 0 12
02:00 1 4 2 1 8
03:0Q 1 0 1 3 5
04:00 1 4 5 5 15
05:00 2 6 10 13 31
06:00 30 58 66 33 187
07:00 41 51 60 37 189
08:00 67 94 70 64 295
09:00 83 89 88 76 336
10:00 114 102 104 96 416
11:00 96 124 117 100 437
12:00 116 116 113 108 453
13:00 91 85 106 90 372
14:00 109 136 110 97 452
15:00 103 87 61 68 319
16:00 85 84 70 62 301
17:00 67 63 52 60 242
18:00 69 52 50 43 214
19:00 35 51 38 44 168
20:00 34 45 39 32 150
21:00 23 29 25 23 100
22:00 18 20 19 13 70
23:00 12 5 11 5 33
Daily Total 4831 Average Period: 49.8
AM Total 1957 40.5%-) Average Hour 201. 3
PM Total 2874 59.4%)
Peak AM Hour: 11:00= 437 ( 9.0%-) Peak AM Factor: 0.881
Peak PM Hour: 12:00= 453 ( 9.3%-) Peak PM Factor: 0.976
08/23/96
15:17:37
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
.
Page: 6
******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/18/96 00:00 9 13 8 4 34
01:00 7 8 5 1 21
02:00 5 3 4 2 14
03:00 1 4 3 0 8
04:00 0 1 3 3 7
05:00 5 7 3 7 22
06:00 27 49 58 36 170
07:00 27 52 49 41 169
08:00 54 57 52 55 218
09:00 75 67 69 64 275
10:00 79 85 100 89 353
11:00 92 117 132 132 473
12:00 97 113 102 98 410
13:00 113 139 88 112 452
14:00 94 126 149 85 454
15:00 91 85 90 99 365
16:00 91 110 73 78 352
17:00 77 90 79 52 298
18:00 56 64 65 52 237
19:00 50 60 43 43 196
20:00 43 51 49 29 172
21:00 32 29 15 14 90
22:00 6 9 12 10 37
23:00 10 10
Daily Total 4837 Average Period: 51. 5
1'.M Total 1764 36.4%) Average Hour 201. 5
PM Total 3073 63.5%)
Peak AM Hour: 11:00= 473 ( 9.7%) Peak AM Factor: 0.896
?eak PM Hour: 13:45= 481 ( 9.9%) Peak PM Factor: 0.807
08/23/96
15:17:37
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 7
GRAND TOTALS
==============================================================================;
==============================================================================;
***************************** LANES #1, & #2 FINAL ***************************~
Total Lane 1 11987
Lane 2 11858
-------
TOTAL 23845
# Days Lane 1 2.45
Lane 2 2.45
-------
HIGHEST 2.45
AM Total Lane 1 2256 ( 18.8%)
Lane 2 3721 ( 31.3%)
----------------
TOTAL 5977 25.0%)
PM Total Lane 1 9731 81.1%)
Lane 2 8137 68.6%)
----------------
TOTAL 17868 74.9%)
Peak AM Lane 1 10:30= 335 (08/17/96)
Lane 2 11:00= 473 (08/18/96)
------------------------
FINAL 11:00= 473 (08/18/96)
Peak PM Lane 1 14:45= 533 (08/17/96)
Lane 2 13 : 45= 481 (08/18/96)
------------------------
FINAL: 14:45=
533 (08/17/96)
Avg Period Lane 1 51. 0
Lane 2 50.5
-------
AVERAGE 50.7
ADT Lane 1 4897
Lane 2 4844
-------
ADT 9741
Avg Hour Lane 1 203.2
Lane 2 201.0
-------
AVERAGE 404.2
AM Factor Lane 1 0.603
Lane 2 0.896
-----
FINAL 0.896
PM Factor Lane 1 0.705
Lane 2 0.807
-----
FINAL 0.705
06/23/96
15:23:47
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11976
(516) 288-2480
Page: 1
BASIC COUNT DATA PRINT
Site ID : MAIN ROAD W/O TABOR ROAD
Info 1: WB
Info 2: EB
Start Time:
Start Date:
End Time
End Date
14:30
Aug 20,
11:15
Aug 23,
1996 Tu'
Factor
1.000
1996 Fr
******************************************************************************>
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************,
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/20/96 14:00 93 72 165
15:00 49 84 60 78 271
16:00 42 43 40 170 295
17:00 59 46 37 37 179
18:00 148 36 73 90 347
19:00 27 22 72 29 150
20:00 141 19 10 58 228
21:00 14 13 13 53 93
22:00 35 7 30 9 81
23:00 25 4 0 13 42
Daily Total 1851 Average Period: 47.5
~ Total 0 ( 0.0'1;) Average Hour 185.1
?M Total 1851 (100.0'1;)
Peak AM Hour: Peak AM Factor:
?eak PM Hour: 18:00= 347 ( 18.n) Peak PM Factor: 0.586
08/23/96
15:23:47
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 2
******************************************************************************i
Lane #1 Info WE
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************~
Date Time :00 :15 : 30 :45 Total
---------------------------------------------
08/21/96 00:00 4 2 1 1 8
01:00 2 2 0 1 5
02:00 1 3 1 0 5
03:00 0 0 1 1 2
04:00 0 3 0 2 5
05:00 3 1 5 8 17
06:00 6 8 17 13 44
07:00 12 26 29 34 101
08:00 32 24 34 71 161
09:00 24 29 41 49 143
10:00 37 28 68 31 164
11:00 39 40 "84 41 204
12:00 54 38 74 56 222
13:00 52 45 48 68 213
14:00 57 51 100 88 296
15:00 43 30 94 81 248
16:00 45 32 46 159 282
17:00 49 40 30 54 173
18:00 140 25 126 16 307
19:00 27 30 65 14 136
20:00 117 22 10 86 235
21:00 11 7 16 51 85
22:00 10 3 32 5 50
23:00 23 4 4 12 43
Daily Total 3149 Average Period: 32.5
AM Total 859 27.2%) Average Hour 131.2
PM Total 2290 72.7%)
Peak AM Hour: 11:00: 204 ( 6.4%) Peak AM Factor: 0.607
Peak PM Hour: 17:45: 345 ( 10.9%) Peak PM Factor: 0.616
.
.
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 3
******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************,
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/22/96 00:00 4 3 2 1 10
01:00 2 2 0 1 5
02:00 1 1 1 0 3
03:00 1 0 0 0 1
04:00 0 1 3 4 8
05:00 1 1 4 7 13
06:00 9 5 15 15 44
07:00 13 15 33 41 102
08:00 22 17 26 54 119
09:00 37 25 27 55 144
10:00 50 40 68 37 195
11:00 30 35 73 43 181
12:00 63 52 42 48 205
13:00 114 48 42 67 271
14:00 48 43 147 73 311
15:00 50 45 73 85 253
16:00 52 43 53 84 232
17:00 125 43 39 54 261
18:00 112 44 96 83 335
19:00 23 34 81 33 171
20:00 107 64 46 67 284
21:00 17 9 10 58 94
22:00 31 8 80 11 130
23:00 3 28 6 10 47
Daily Total 3419 Average Period: 35.2
~ Total 825 24.1%-) Average Hour 142.5
?M Total 2594 75.8%)
Peak AM Hour: 09:45= 213 ( 6.2%) Peak AM Factor: 0.783
'eak PM Hour: 18:00= 335 ( 9.7%) Peak PM Factor: 0.748
.
.
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 4
*******************************************************************************
Lane #1 Info
Lane Mode
Sensor Used
WB
: Subtraction
: Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/23/96 00:00 2 2 1 2 7
01:00 0 1 3 2 6
02:00 1 1 0 1 3
03:00 1 2 0 0 3
04:00 0 0 1 2 3
05:00 0 5 2 10 17
06:00 11 13 11 13 48
07:00 15 25 23 23 86
08:00 25 29 27 66 147
09:00 39 35 31 55 160
10:00 60 33 36 134 263
11:00 40 35 75
Daily Total 818 Average Period: 17.8
AM Total 818 (100.0%) Average Hour 68.2
PM Total 0 ( 0.0%)
ak AM Hour: 10:00= 263 ( 32.1%) Peak AM Factor: 0.491
..eak PM Hour: Peak PM Factor:
.
.
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 5
******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/20/96 14:00 56 62 118
15:00 74 66 65 49 254
16:00 53 62 40 64 219
17:00 53 47 62 40 202
18:00 53 50 44 32 179
19:00 26 33 23 21 103
20:00 25 21 22 19 87
21:00 17 22 17 14 70
22:00 9 9 11 8 37
23:00 4 2 5 8 19
Daily Total 1288 Average Period: 33.0
AM Total 0 ( O.O%-) Average Hour 128.8
PM Total 1288 (100.0%-)
Peak AM Hour: Peak AM Factor:
Peak PM Hour: 14:45= 267 ( 20.7%-) Peak PM Factor: 0.902
.
.
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 6
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************."***********
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/21/96 00:00 6 4 5 3 18
01:00 3 0 1 0 4
02:00 4 1 1 0 6
03:00 0 2 2 3 7
04:00 0 0 0 2 2
05:00 3 3 7 9 22
06:00 14 43 44 33 134
07:00 39 74 62 60 235
08:00 39 67 62 38 206
09:00 39 87 62 54 242
10:00 55 66 53 51 225
11:00 61 76 87 49 273
12:00 49 59 54 74 236
13:00 45 55 68 57 225
14:00 53 62 50 63 228
15:00 49 60 55 56 220
16:00 59 59 48 45 211
17:00 48 64 63 42 217
18:00 37 32 36 27 132
19:00 31 30 27 18 106
20:00 12 26 17 20 75
21:00 11 21 19 17 68
22:00 10 12 11 4 37
23:00 14 5 6 6 31
Daily Total 3160 Average Period: 32.6
AM Total 1374 43.4%) Average Hour 131. 7
PM Total 1786 56.5%)
Peak AM Hour: 10:45= 275 ( 8.7%) Peak AM Factor: 0.790
Peak PM Hour: 12:45= 242 ( 7.6%) Peak PM Factor: 0.818
.
.
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 7
******************************************************************************,
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************,
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/22/96 00:00 6 1 1 1 9
01:00 0 4 2 0 6
02:00 3 0 0 0 3
03:00 0 2 1 0 3
04:00 1 2 2 5 10
05:00 2 2 8 13 25
06:00 21 37 59 37 154
07:00 37 65 57 54 213
08:00 41 56 47 50 194
09:00 65 88 82 63 298
10:00 62 74 56 50 242
11:00 69 71 67 70 277
12:00 65 85 61 56 267
13: 00 49 61 52 58 220
14:00 63 61 61 54 239
15:00 52 61 64 70 247
16:00 77 61 48 53 239
17:00 55 65 44 40 204
18:00 46 56 45 34 181
19:00 27 42 43 31 143
20:00 26 23 17 15 81
21:00 21 17 13 14 65
22:00 16 12 14 11 53
23:00 5 4 8 7 24
Daily Total 3397 Average period: 35.0
AM Total 1434 42.2%) Average Hour 141. 5
PM Total 1963 57.7%)
Peak AM Hour: 09:00= 298 ( 8.7%) Peak AM Factor: 0.847
Peak PM Hour: 15:15= 272 ( 8.0%) Peak PM Factor: 0.883
.
.
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 8
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
: 45 Total
---------------------------------------------
08/23/96 00:00 5 4 0 2 11
01:00 2 2 1 2 7
02:00 2 2 2 2 8
03:00 1 1 0 0 2
04: 00 2 0 0 2 4
05:00 3 5 8 11 27
06:00 24 55 50 29 158
07:00 44 75 58 65 242
08:00 34 50 64 60 208
09:00 55 70 74 58 257
10:00 74 71 71 57 273
11:00 74 81 155
Daily Total 1352 Average Period: 29.4
AM Total 1352 (100.0%) Average Hour 112.7
PM Total 0 ( 0.0%)
lk AM Hour: 10:30; 283 ( 20.9%) Peak AM Factor: 0.873
~eak PM Hour: Peak PM Factor:
.
.
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 9
GRAND TOTALS
===============================================================================
===============================================================================
***************************** LANES #1, & #2 FINAL ***************************~
Total Lane 1 9237
Lane 2 9197
-------
TOTAL 18434
# Days Lane 1 2.91
Lane 2 2.91
-------
HIGHEST 2.91
AM Total Lane 1 2502 ( 27.0%-)
Lane 2 4160 ( 45.2%-)
----------------
TOTAL 6662 36.1%-)
PM Total Lane 1 6735 72.9%-)
Lane 2 5037 54.7%-)
----------------
TOTAL 11772 63.8%-)
Peak AM Lane 1 10:00= 263 (08/23/96)
Lane 2 09:00= 298 (08/22/96)
------------------------
FINAL 09:00= 298 (08/22/96)
Peak PM Lane 1 18:00= 347 (08/20/96)
Lane 2 15:15= 272 (08/22/96)
------------------------
FINAL: 18:00=
347 (08/20/96)
Avg Period Lane 1 33.1
Lane 2 33.0
-------
AVERAGE 33.0
AnT Lane 1 3178
Lane 2 3165
-------
AnT 6343
Avg Hour Lane 1 132.0
Lane 2 131.4
-------
AVERAGE 263.3
AM Factor Lane 1 0.491
Lane 2 0.847
-----
FINAL 0.847
PM Factor Lane 1 0.586
Lane 2 0.883
-----
FINAL 0.586
.
.
Route 25
East of Narrow River Road
Orient
Friday, August 16, 1996
to
Friday, August 23, 1996
Disk #390. Cross Sound Ferry
File: Dividers
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 1
BASIC COUNT DATA PRINT
Site ID : MAIN ROAD E/O NARROW RIVER RD.
Info 1: EB
Info 2: WB
Start Time:
Start Date:
End Time
End Date
13: 30
Aug 16,
11:30
Aug 23,
1996 Frj
1996 Fri
Factor
1.000
******************************************************************************j
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************j
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/16/96 13 :00 45 46 91
14:00 59 68 69 32 228
15:00 36 53 45 51 185
16:00 58 51 62 47 218
17:00 30 43 51 56 180
18:00 42 58 32 32 164
19:00 36 36 36 34 142
20:00 21 22 38 27 108
21:00 19 32 19 9 79
22:00 7 11 14 5 37
23:00 7 5 2 3 17
Daily Total 1449 Average period: 33.7
AM Total 0 ( O.O%') Average Hour 131. 7
PM Total 1449 (100.0%')
Peak AM Hour: Peak AM Factor:
Peak PM Hour: 13:45= 242 ( 16.7%') Peak PM Factor: 0.877
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 2
*******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/17/96 00:00 4 4 3 0 11
01:00 3 1 1 0 5
02:00 0 2 1 1 4
03:00 , 0 0 1 2
-'-
04:00 0 3 5 4 12
05:00 1 5 10 9 25
06:00 24 47 67 37 175
07:00 36 36 55 29 156
08:00 42 52 65 45 204
09:00 53 55 71 46 225
10:00 66 77 60 55 258
11:00 55 72 59 63 249
12:00 67 72 79 64 282
13:00 57 60 64 56 237
14:00 61 94 70 83 308
15:00 65 51 57 42 215
16:00 41 64 59 40 204
17:00 39 52 41 35 167
18:00 40 37 46 26 149
19:00 23 29 34 30 116
20:00 18 34 25 23 100
21:00 14 20 19 11 64
22:00 7 8 6 8 29
23:00 3 4 7 2 16
Daily Total 3213 Average period: 33.1
AM Total 1326 41.2%) Average Hour 133.9
PM Total 1887 58.7%)
Peak AM Hour: 09:30= 260 ( 8.0%) Peak AM Factor: 0.844
Peak PM Hour: 14:15= 312 ( 9.7%) Peak PM Factor: 0.830
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2460
Page: 3
******************************************************************************.
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************,
Date
Time
:00
:15
: 30
:45 Total
---------------------------------------------
06/16/96 00:00 6 2 5 2 15
01:00 2 2 2 0 6
02:00 1 4 1 1 7
03:00 0 3 1 0 4
04:00 0 0 2 1 3
05:00 3 9 4 7 23
06:00 25 36 54 42 159
07:00 29 41 54 30 154
06:00 33 54 52 51 190
09:00 46 57 60 53 216
10:00 50 73 64 77 264
11:00 67 94 105 106 372
12:00 75 97 67 65 324
13: 00 70 76 90 62 318
14:00 70 68 115 99 372
15:00 74 60 65 73 292
16:00 95 85 73 59 312
17:00 49 65 78 39 231
18:00 48 51 50 35 184
19:00 29 49 43 26 147
20:00 25 35 35 29 124
21:00 20 18 15 5 56
22:00 2 3 11 5 21
23:00 6 2 3 0 11
Daily Total 3607 Average period: 39.2
AM Total 1413 37.1%-) Average Hour 156.6
PM Total 2394 62.8%)
Peak AM Hour: 11:00= 372 ( 9.7%) Peak AM Factor: 0.877
Peak PM Hour: 14:15= 376 ( 9.8%) Peak PM Factor: 0.817
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 4
*******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/19/96 00:00 4 1 1 0 6
01:00 1 1 1 0 3
02:00 0 0 0 0 0
03:00 0 1 3 1 5
04:00 0 1 1 2 4
05:00 1 4 7 5 17
06:00 23 46 58 49 176
07:00 32 47 81 46 206
08:00 23 41 55 45 164
09:00 57 62 63 49 231
10:00 39 64 56 62 221
11:00 52 58 58 55 223
12:00 42 75 59 36 212
13:00 52 54 38 38 182
14:00 67 49 46 39 201
15:00 49 37 38 26 150
16:00 31 69 38 43 181
17:00 33 41 41 21 136
18:00 25 36 52 28 141
19:00 15 34 23 17 89
20:00 10 23 14 3 50
21:00 10 7 8 4 29
22:00 4 5 8 9 26
23:00 5 0 2 0 7
Daily Total 2660 Average period: 27.4
AM Total 1256 47.2%) Average Hour 110.8
PM Total 1404 52.7%)
Peak AM Hour: 10:15= 234 ( 8.7%) Peak AM Factor: 0.914
. Peak PM Hour: 12:15= 222 ( 8.3%) Peak PM Factor: 0.740
08/23/96
15:43:04
.
.
Page: 5
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
******************************************************************************~
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************1
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/20/96 00:00 1 2 0 0 3
01:00 3 1 0 0 4
02:00 0 0 0 0 0
03:00 0 0 1 0 1
04:00 1 1 1 1 4
05:00 1 3 5 5 14
06:00 14 41 46 38 139
07:00 27 66 78 59 230
08:00 26 56 40 32 154
09:00 52 59 68 47 226
10:00 48 70 65 25 208
11:00 40 67 50 49 206
12:00 30 59 34 52 175
13:00 32 36 39 30 137
14:00 34 41 37 48 160
15:00 46 42 40 43 171
16:00 37 39 31 38 145
17:00 28 26 48 33 135
18:00 18 33 30 26 107
19:00 19 21 26 18 84
20:00 23 10 14 15 62
21:00 8 12 5 8 33
22:00 5 3 9 3 20
23:00 2 1 2 4 9
Daily Total 2427 Average period: 25.0
AM Total 1189 48.9%) Average Hour 101.1
PM Total 1238 51. 0%)
Peak AM Hour: 09:30= 233 ( 9.6%) Peak AM Factor: 0.832
Peak PM Hour: 12:15= 177 ( 7.2%) Peak PM Factor: 0.750
08/23/96
15:43:04
.
.
Page: 6
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
*******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/21/96 00:00 1 1 2 2 6
01:00 3 0 0 0 3
02:00 2 1 0 0 3
03:00 0 1 1 0 2
04:00 1 0 0 1 2
05:00 2 5 5 7 19
06:00 15 36 45 37 133
07:00 29 53 69 59 210
08:00 21 49 50 28 148
09:00 29 63 74 31 197
10:00 35 48 47 30 160
11:00 49 60 50 51 210
12:00 34 42 48 43 167
13:00 42 36 42 42 162
14:00 38 45 41 35 159
15:00 30 39 40 26 135
16:00 39 46 34 20 139
17:00 26 51 50 35 162
18:00 20 22 16 19 77
19:00 17 25 21 4 67
20:00 6 11 14 9 40
21:00 8 12 8 6 34
22:00 3 12 10 1 26
23:00 5 3 3 2 13
Daily Total 2274 Average period: 23.4
AM Total 1093 48.0%) Average Hour 94.8
PM Total 1181 51. 9%)
Peak AM Hour: 07:00= 210 ( 9.2%) Peak AM Factor: 0.761
Peak PM Hour: 12:15= 175 ( 7.6%) Peak PM Factor: 0.911
06/23/96
15:43:04
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11976
(516) 268-2460
Page: 7
*******************************************************************************
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
06/22/96 00:00 3 1 0 1 5
01:00 0 0 1 0 1
02:00 1 0 0 0 1
03:00 0 1 0 0 1
04:00 1 2 2 2 7
05:00 2 2 6 9 19
06:00 21 35 58 37 151
07:00 28 63 59 42 192
08:00 22 44 52 36 154
09:00 38 67 71 42 218
10:00 53 60 44 33 190
11:00 42 46 59 44 191
12:00 54 62 44 34 194
13:00 37 37 40 39 153
14:00 49 43 46 45 183
15:00 36 36 39 46 157
16:00 54 53 35 28 170
17:00 19 43 30 29 121
16:00 29 39 25 26 121
19:00 14 32 31 27 104
20:00 20 15 13 9 57
21:00 10 6 9 7 32
22:00 4 6 9 2 23
23:00 2 1 4 2 9
. Daily Total 2454 Average Period: 25.3
!>.M Total 1130 46.0%) Average Hour 102.3
PM Total 1324 53.9%)
Peak AM Hour: 09:15= 233 ( 9.4%) Peak AM Factor: 0.620
?eak PM Hour: 12:00= 194 ( 7.9%) Peak PM Factor: 0.762
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 8
******************************************************************************~
Lane #1 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************j
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/23/96 00:00 2 0 0 1 3
01:00 2 0 0 1 3
02:00 1 2 2 0 5
03:00 1 1 0 0 2
04:00 2 0 0 0 2
05:00 3 4 7 9 23
06:00 19 42 58 35 154
07:00 45 61 67 51 224
08:00 36 33 53 42 164
09:00 42 62 58 45 207
10:00 55 59 53 41 208
11:00 38 70 55 163
Daily Total 1158 Average Period: 24.6
AM Total 1158 (100.0%) Average Hour 96.5
""l Total 0 ( 0.0%)
ak AM Hour: 07:00= 224 ( 19.3%) Peak AM Factor: 0.836
Peak PM Hour: Peak PM Factor:
08/23/96
15:43:04
. .
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 9
*******************************************************************************
Lane #2 Info WE
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
: 30
:45 Total
---------------------------------------------
08/16/96 13: 00 25 57 82
14:00 38 25 99 90 252
15:00 33 39 91 43 206
16:00 30 26 46 148 250
17:00 46 24 21 65 156
18:00 74 9 122 26 231
19:00 20 30 69 30 149
20:00 100 21 103 34 258
21:00 8 32 10 80 130
22:00 17 73 65 8 163
23:00 53 1 9 7 70
Daily Total 1947 Average Period: 45.3
I';M Total 0 ( 0.0%) Average Hour 177.0
PM Total 1947 (100.0%)
P"!ak AM Hour: Peak AM Factor:
3.k PM Hour: 17:45= 270 ( 13.8%) Peak PM Factor: 0.553
.
.
Page: 10
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
******************************************************************************~
Lane #2 Info WE
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************~
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/17/96.00:00 3 1 1 2 7
01:00 0 1 1 1 3
02:00 2 1 1 2 6
03:00 0 0 1 1 2
04:00 0 0 2 0 2
05:00 0 1 1 2 4
06:00 2 1 11 8 22
07:00 10 12 37 18 77
08:00 12 16 70 56 154
09:00 40 16 32 41 129
10:00 38 29 137 56 260
11:00 21 62 64 48 195
12:00 33 29 44 128 234
13 :00 61 54 44 78 237
14:00 52 49 39 161 301
15:00 60 69 112 52 293
16:00 38 46 63 142 289
17:00 63 47 40 90 240
18:00 58 34 39 126 257
19:00 23 32 82 64 201
20:00 71 14 74 47 206
21:00 18 9 6 67 100
22:00 33
23:00 27 12 10 6 55
Daily Total : 3397 Average period: 35.0
AM Total 861 25.3%) Average Hour 141. 5
PM Total 2536 74.6%)
Peak AM Hour: 10:30= 276 ( 8.1%) Peak AM Factor: 0.504
Peak PM Hour: 14:45= 402 ( 11.8%) Peak PM Factor: 0.624
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 11
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/18/96 00:00 5 3 2 1 11
01:00 2 1 4 0 7
02:00 0 1 0 1 2
03:00 1 0 0 0 1
04:00 2 4 0 0 6
05:00 5 2 0 3 10
06:00 3 3 7 16 29
07:00 9 5 17 35 66
08:00 14 11 17 32 74
09:00 27 25 36 43 131
10:00 14 46 69 31 160
11:00 41 39 68 39 187
12:00 48 41 53 138 280
13:00 88 67 48 56 259
14:00 97 44 137 116 394
15:00 64 115 88 69 336
16:00 59 55 43 118 275
17:00 164 82 66 97 409
18:00 136 42 100 99 377
19:00 43 50 89 45 227
20:00 126 25 8 109 268
21:00 42 15 5 99 161
22:00 16 46 76 8 146
23:00 6 50 6 6 68
Daily Total 3884 Average Period: 40.0
.~ Total 684 17.6%} Average Hour 161. 8
PM Total 3200 82.3%)
Peak AM Hour: 10:15= 187 ( 4.8%) Peak AM Factor: 0.678
?eak PM Hour: 14:30= 432 ( 11.1%) Peak PM Factor: 0.788
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 12
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/19/96 00:00 0 0 1 0 1
01:00 2 0 0 1 3
02:00 0 0 0 0 0
03:00 0 0 2 0 2
04:00 0 2 0 1 3
05:00 0 2 0 4 6
06:00 7 8 8 9 32
07:00 15 10 19 28 72
08:00 22 10 52 39 123
09:00 27 18 11 36 92
10:00 24 15 79 32 150
11:00 22 18 84 38 162
12:00 39 20 33 114 206
13:00 40 37 32 70 179
14:00 43 43 134 35 255
15:00 25 63 63 58 209
16:00 28 24 39 149 240
17:00 54 32 26 70 182
18:00 92 19 69 85 265
19:00 16 60 29 35 140
20:00 109 14 10 97 230
21:00 4 6 8 53 71
22:00 18 4 55 4 81
23:00 16 3 2 12 33
Daily Total 2737 Average Period: 28.2
l>.M Total 646 23.6'<) Average Hour 114.0
PM Total 2091 76.3%)
Peak AM Hour: 11:00= 162 ( 5.9%) Peak AM Factor: 0.482
?eak PM Hour: 13:45= 290 ( 10.5%) Peak PM Factor: 0.541
.
.
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 13
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/20/96 00:00 0 2 0 0 2
01:00 1 1 1 0 3
02:00 0 0 0 0 0
03:00 0 1 0 0 1
04:00 0 1 0 0 1
05:00 1 1 1 3 6
06:00 2 7 9 6 24
07:00 11 12 21 22 66
08:00 14 11 44 25 94
09:00 8 20 14 36 78
10:00 19 23 63 20 125
11:00 21 56 35 22 134
12:00 30 32 53 61 176
13 :00 26 33 28 54 141
14: 00 37 27 119 39 222
15:00 35 80 34 54 203
16:00 30 30 40 162 262
17:00 37 24 20 49 130
18:00 130 21 89 52 292
19:00 12 31 56 41 140
20:00 130 11 3 56 200
21:00 10 7 5 67 89
22:00 16 4 31 7 58
23:00 18 3 0 12 33
'Jaily Total 2480 Average period: 25.6
Il.M Total 534 21.5%) Average Hour 103.3
PM Total 1946 78.4%)
Peak AM Hour: 10:30= 160 ( 6.4%) Peak AM Factor: 0.635
?eak PM Hour: 18:00= 292 ( 11.7%) Peak PM Factor: 0.562
08/23/96
15:43:04
.
.
Page: 14
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
*******************************************************************************
Lane #2 Info WE
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
: 3 0
:45 Total
---------------------------------------------
08/21/96 00:00 2 1 1 0 4
01:00 2 1 0 1 4
02:00 0 2 1 0 3
03:00 0 0 0 1 1
04:00 2 1 0 0 3
05:00 0 0 2 5 7
06:00 2 6 7 14 29
07:00 8 14 15 21 58
08:00 20 9 19 54 102
09:00 9 17 35 29 90
10:00 18 15 44 26 103
11:00 22 26 67 30 145
12:00 33 32 72 43 180
13:00 30 18 24 66 138
14:00 40 32 109 52 233
15:00 24 36 73 55 188
16:00 24 16 76 104 220
17:00 18 20 14 81 133
18:00 94 19 122 14 249
19:00 12 54 27 6 99
20:00 113 14 5 78 210
21:00 7 6 10 54 77
22:00 8 8 21 4 41
23:00 22 6 5 11 44
Daily Total 2361 Average Period: 24.3
P.M Total 549 23.2%) Average Hour 98.4
PM Total 1812 76.7%")
Peak AM Hour: 11:00= 145 ( 6.1%) Peak AM Factor: 0.541
Peak PM Hour: 17:45= 316 ( 13 .3%) Peak PM Factor: 0.648
08/23/96
15:43:04
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 15
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/22/96 00:00 5 2 3 0 10
01:00 2 1 0 1 4
02:00 0 0 0 0 0
03:00 1 0 0 0 1
04:00 0 0 1 1 2
05:00 1 1 1 2 5
06:00 1 4 11 11 27
07:00 13 6 16 21 56
08:00 12 10 16 39 77
09:00 14 10 9 49 82
10:00 20 13 50 15 98
11:00 15 33 54 22 124
12:00 34 43 10 62 149
13:00 73 31 24 64 192
14:00 32 28 143 29 232
15:00 40 36 68 62 206
16:00 30 35 27 104 196
17:00 70 17 33 50 170
18:00 96 23 122 26 267
19:00 10 41 46 16 113
20:00 128 29 69 28 254
21:00 9 11 7 73 100
22:00 16 4 73 7 100
23:00 4 24 4 9 41
Daily Total 2506 Average Period: 25.8
AM Total 486 ( 19.3%) Average Hour 104.4
PM Total
Peak AM Hour: 09:45= 132 5.2%) Peak AM Factor: 0.660
Peak PM Hour: 17:45= 291 ( 11.6%) Peak PM Factor: 0.596
08/23/96
15:43:04
.
.
Page: 16
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
******************************************************************************,
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************,
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/23/96 00:00 2 2 1 2 7
01:00 0 1 2 1 4
02:00 1 0 0 2 3
03:00 2 0 0 0 2
04:00 0 0 0 0 0
05:00 1 3 0 5 9
06:00 3 5 8 9 25
07:00 10 12 21 16 59
08:00 20 11 10 48 89
09:00 16 12 11 55 94
10:00 26 12 39 101 178
11:00 21 22 76 119
Daily Total 589 Average Period: 12.5
AM Total 589 (100.0%) Average Hour 49.1
P"! Total 0 ( 0.0%)
3.k AM Hour: 10:45= 220 ( 37.3%) Peak AM Factor: 0.545
Peak PM Hour: Peak PM Factor:
08/23/96
15:43:04
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 17
===============================================================================
GRAND TOTALS
===============================================================================
***************************** LANES #1, & #2 FINAL ****************************
Total Lane 1
Lane 2
TOTAL
# Days Lane 1
Lane 2
HIGHEST
AM Total Lane 1
Lane 2
TOTAL
PM Total Lane 1
Lane 2
TOTAL
Peak AM Lane 1
Lane 2
FINAL
Peak PM Lane 1
Lane 2
19442
19901
39343
7
7
7
8565 ( 44.0%)
4349 ( 21.8%)
12914
10877
15552
26429
11:00=
10:30=
11:00=
14:15=
14:30=
FINAL: 14:30=
32.8%}
55.9%)
78.1%)
67.1%}
372 (08/18/96)
276 (08/17/96)
372 (08/18/96)
376 (08/18/96)
432 (08/18/96)
432 (08/18/96)
Avg Period Lane 1 28.9
Lane 2 29.6
-------
AVERAGE 29.3
ADT Lane 1 2777
Lane 2 2843
-------
ADT 5620
Avg Hour Lane 1 116.4
Lane 2 119.2
-------
AVERAGE 235.6
AM Factor Lane 1 0.877
Lane 2 0.504
-----
FINAL 0.877
PM Factor Lane 1 0.817
Lane 2 0.788
-----
FINAL 0.788
.
.
Route 25
West of Cross Sound Ferry Terminal
Orient
Friday, August 16, 1996
to
Friday, August 23, 1996
Disk #390. Cross Sound Ferry
File: Dividers
08/23/96
15:34:32
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
.
Page: 1
j,
BASIC COUNT DATA PRINT
Site ID : MAIN ROAD W/O FERRY ENT.
Info 1: WE
Info 2: EB
1.000
Start Time:
Start Date:
End Time
End Date
14:00
Aug 16,
11:30
Aug 23,
1996 Fr
Factor
1996 Fr
******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/16/96 14:00 17 11 138 22 188
15:00 9 29 60 12 110
16:00 17 6 59 66 148
17:00 31 8 8 64 111
18:00 61 6 119 10 196
19:00 10 30 46 66 152
20:00 52 7 107 12 178
21:00 1 29 4 81 115
22:00 7 112 15 6 140
23:00 52 4 1 1 58
Daily Total 1396 Average Period: 34.0
AM Total 0 ( 0.0%) Average Hour 139.6
PM Total 1396 (100.0%)
Peak AM Hour: Peak AM Factor:
Peak PM Hour: 17:45; 250 ( 17.9%) Peak PM Factor: 0.525
08/23/96
15:34:32
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 2
*******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/17/96 00:00 1 0 0 0 1
01:00 0 0 1 1 2
02:00 0 1 1 0 2
03:00 0 0 0 0 0
04:00 0 0 0 1 1
05:00 0 0 4 1 5
06:00 1 6 1 4 12
07:00 5 5 28 6 44
08:00 3 3 82 11 99
09:00 20 6 29 21 76
10:00 22 6 127 12 167
11:00 12 67 24 26 129
12:00 20 16 16 127 179
13:00 34 21 21 56 132
14:00 35 22 70 91 218
15:00 28 49 63 25 165
16:00 22 24 24 115 185
17:00 33 24 17 96 170
18:00 27 16 64 72 179
19:00 17 43 33 70 163
20:00 30 5 91 17 143
21:00 3 4 11 67 85
22:00 16 55 25 16 112
23:00 11 7 1 2 21
paily Total 2290 Average period: 23.6
Il.M Total 538 23.4%) Average Hour 95.4
PM Total 1752 76.5%)
Peak AM Hour: 10:30= 218 ( 9.5%) Peak AM Factor: 0.429
?eak PM Hour: 14:30= 238 ( 10.3%) Peak PM Factor: 0.654
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 3
*******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/18/96 00:00 3 0 2 0 5
01:00 0 1 1 0 2
02:00 0 0 0 0 0
03:00 0 1 0 0 1
04:00 2 0 0 0 2
05:00 0 0 0 1 1
06:00 0 2 5 5 12
07:00 5 0 27 12 44
08:00 6 3 2 28 39
09:00 12 8 31 24 75
10:00 10 60 29 11 110
11:00 17 31 36 14 98
12:00 27 12 57 104 200
13: 00 42 52 37 42 173
14:00 68 24 153 72 317
15:00 44 77 37 36 194
16:00 20 13 6 120 159
17:00 102 47 24 104 277
18:00 73 12 117 36 238
19:00 14 61 33 66 174
20:00 66 4 40 64 174
21:00 29 9 4 98 140
22:00 6 89 30 6 131
23:00 23 33 2 0 58
Daily Total 2624 Average Period: 27.1
AM Total 389 14 .8\-) Average Hour 109.3
PM Total 2235 85.H)
Peak AM Hour: 09:30= 125 ( 4.7\-) Peak AM Factor: 0.521
Peak PM Hour: 14:30= 346 ( 13.H) Peak PM Factor: 0.565
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 4
*******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/19/96 00:00 0 0 0 0 0
01:00 1 0 0 0 1
02:00 1 0 0 0 1
03:00 0 0 1 1 2
04:00 0 0 0 0 0
05:00 0 0 0 2 2
06:00 0 2 4 6 12
07:00 6 2 13 9 30
08:00 4 3 54 11 72
09:00 13 6 5 30 54
10:00 7 8 68 19 102
11:00 14 10 63 24 111
12:00 19 13 71 60 163
13:00 27 12 20 50 109
14:00 18 18 127 21 184
15:00 19 67 22 11 119
16:00 6 10 13 104 133
17:00 36 7 9 85 137
18:00 51 9 88 41 189
19:00 14 58 9 63 144
20:00 63 2 33 62 160
21:00 5 0 1 63 69
22:00 5 1 57 2 65
23:00 19 3 0 0 22
Daily Total 1881 Average period: 19.4
AM Total 387 20.5%) Average Hour 78.4
PM Total 1494 79.4%)
Peak AM Hour: 09:45= 113 ( 6.0%-) Peak AM Factor: 0.415
Peak PM Hour: 14:30= 234 ( 12.4%-) Peak PM Factor: 0.461
.
.
08/23/96
f 15:34:32
J
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 5
*******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
****************************************************************************.*.
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/20/96 00:00 0 0 0 0 0
01:00 0 2 2 0 4
02:00 0 0 0 0 0
03:00 0 0 0 0 0
04:00 0 2 0 0 2
05:00 0 0 1 1 2
06:00 2 2 1 2 7
07:00 4 2 0 6 12
08:00 5 4 44 6 59
09:00 2 8 5 22 37
10:00 12 7 56 8 83
11:00 6 47 15 10 78
12:00 19 10 75 18 122
13:00 17 13 25 35 90
14:00 12 18 100 21 151
15:00 17 65 16 15 113
16:00 15 12 18 107 152
17:00 13 15 8 92 128
18:00 67 8 112 12 199
19:00 4 52 11 33 100
20:00 101 4 30 23 158
21:00 5 3 1 73 82
22:00 5 2 33 0 40
23:00 16 2 2 1 21
Daily Total 1640 Average Period: 16.9
AM Total 284 17.3%) Average Hour 68.3
PM Total 1356 82.6%)
Peak AM Hour: 10:30= 117 ( 7.1%) Peak AM Factor: 0.522
Peak PM Hour: 17:45= 279 ( 17.0%) Peak PM Factor: 0.623
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 6
*******************************************************************************
Lane #1 Info WE
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/21/96 00:00 1 1 1 0 3
01:00 2 0 0 0 2
02:00 0 1 1 0 2
03:00 0 0 1 1 2
04:00 0 0 0 0 0
05:00 0 0 0 0 0
06:00 3 3 1 3 10
07:00 4 4 4 7 19
08:00 3 2 40 9 54
09:00 6 6 23 17 52
10:00 7 4 42 14 67
11:00 12 49 27 19 107
12:00 15 11 69 20 115
13:00 18 8 18 56 100
14:00 20 17 104 21 162
15:00 8 53 26 13 100
16:00 12 12 92 16 132
17:00 9 13 7 121 150
18:00 38 10 116 6 170
19:00 4 53 14 31 102
20:00 90 1 34 42 167
21:00 2 5 4 46 57
22:00 4 27 4 5 40
23:00 23 5 0 0 28
Daily Total 1641 Average Period: 16.9
AM Total 318 19.3%} Average Hour 68.4
PM Total 1323 80.6%}
Peak AM Hour: 10:30= 117 ( 7.1%) Peak AM Factor: 0.597
Peak PM Hour: 17:45= 285 ( 17.3%) Peak PM Factor: 0.589
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 7
*******************************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/22/96 00:00 0 0 0 0 0
01:00 0 0 0 1 1
02:00 0 0 0 0 0
03:00 0 0 0 0 0
04:00 0 0 0 1 1
05:00 1 0 0 1 2
06:00 2 1 2 5 10
07:00 0 1 5 4 10
08:00 2 3 34 5 44
09:00 8 0 4 40 52
10:00 7 30 16 7 60
11:00 7 49 20 15 91
12:00 21 17 9 80 127
13:00 27 17 20 47 111
14:00 18 12 132 10 172
15:00 2.2 10 64 12 108
16:00 13 14 10 92 129
17:00 16 11 12 70 109
18:00 62 10 119 8 199
19:00 4 56 9 9 78
20:00 124 12 92 2 230
21:00 1 2 1 69 73
22:00 5 35 43 3 86
23:00 14 14 3 1 32
Daily Total 1725 Average period: 17.8
AM Total 271 15.7%-) Average Hour 71.9
PM Total 1454 84.2%)
Peak AM Hour: 09:45= 93 ( 5.3%) Peak AM Factor: 0.581
Peak PM Hour: 17:45= 261 ( 15.1%) Peak PM Factor: 0.548
\
\.
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 8
*******************************************************************************
Lane #1 Info WE
Lane Mode : Subtraction
Sensor Used : Axle .
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/23/96 00:00 0 1 0 0 1
01:00 0 1 1 1 3
02:00 0 0 0 1 1
03:00 2 0 0 0 2
04:00 0 0 0 0 0
05:00 0 3 0 2 5
06:00 4 1 2 4 11
07:00 3 9 13 3 28
08:00 8 6 4 42 60
09:00 12 5 7 43 67
10:00 10 3' 71 46 130
11:00 8 13 63 84
Daily Total 392 Average period: 8.3
AM Total 392 (100.0%) Average Hour 32.7
-0' Total 0 ( 0.0%)
"ak AM Hour: 10:30= 138 ( 35.2%) Peak AM Factor: 0.486
Peak PM Hour: Peak PM Factor:
08/23/96
15:34:32
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 9
******************************************************************************~
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
******************************************************************************j
Date
Time
:00
:15
: 30
:45 Total
---------------------------------------------
08/16/96 14:00 39 54 54 23 170
15:00 21 47 29 29 126
16:00 35 38 40 36 149
17:00 31 22 36 28 117
18:00 30 44 24 22 120
19:00 22 32 29 24 107
20:00 19 20 22 20 81
21:00 13 24 12 4 53
22:00 4 7 4 3 18
23:00 5 3 0 1 9
Daily Total 950 Average Period: 23.2
AM Total 0 ( 0.0%) Average Hour 95.0
PM Total 950 (100.0%)
Peak AM Hour: Peak AM Factor:
-'ak PM Hour: 14:00= 170 ( 17.8%) Peak PM Factor: 0.787
.
.
06/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11976
(516) 266-2460
Page: 10
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
06/17/96 00:00 0 0 0 0 0
01:00 0 1 1 0 2
02:00 0 1 1 0 2
03:00 0 0 0 0 0
04:00 0 0 0 3 3
05:00 0 3 8 5 16
06:00 15 48 40 22 125
07:00 24 30 45 21 120
08:00 26 43 57 33 161
09:00 26 63 60 28 179
10:00 45 53 47 24 169
11:00 36 50 48 39 175
12:00 43 53 54 39 189
13:00 35 32 47 27 141
14:00 45 56 67 57 225
15:00 37 53 44 22 156
16:00 26 37 36 33 132
17:00 25 32 29 26 112
18:00 31 28 38 16 115
19:00 19 17 22 20 76
20:00 13 26 25 18 82
21:00 13 9 10 7 39
22:00 2 2 2 4 10
23:00 2 2 4 2 10
Daily Total 2241
AM Total 952 ( 42.4%) Average Hour
PM Total 1289 ( 57.5%)
Peak AM Hour: 09:15= 196 ( 8.7%) Peak AM Factor: 0.778
Peak PM Hour: 14:00= 225 ( 10.0%) Peak PM Factor: 0.840
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 11
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/18/96 00:00 1 0 0 0 1
01:00 0 1 1 0 2
02:00 0 0 0 1 1
03:00 0 0 0 0 0
04:00 0 0 1 0 1
05:00 0 3 3 1 7
06:00 24 30 51 29 134
07:00 21 24 49 23 117
08:00 22 45 40 43 150
09:00 34 42 49 45 170
10:00 35 52 51 44 182
11:00 44 67 99 98 308
12:00 44 76 55 47 222
13:00 56 44 58 51 209
14:00 53 59 99 81 292
15:00 63 41 74 68 246
16:00 93 93 95 47 328
17:00 36 57 70 39 202
18:00 42 50 32 41 165
19:00 27 36 51 17 131
20:00 22 22 35 26 105
21:00 14 16 12 5 47
22:00 1 1 4 4 10
23:00 1 4 0 0 5
Daily Total 3035 Average- period: 31.3
AM Total 1073 35.3%} Average Hour 126.5
PM Total 1962 64.6%}
Peak AM Hour: 11:00= 308 ( 10.H) Peak AM Factor: 0.778
Peak PM Hour: 15:45= 349 ( 11.4%) Peak PM Factor: 0.918
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 12
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/19/96 00:00 1 0 2 0 3
01:00 0 0 0 0 0
02:00 0 0 0 0 0
03:00 0 1 0 1 2
04:00 0 0 1 2 3
05:00 1 3 3 3 10
06:00 18 42 41 29 130
07:00 24 36 59 24 143
08:00 20 32 48 29 129
09:00 35 51 56 38 180
10:00 27 52 43 42 164
11:00 32 41 45 32 150
12:00 38 54 45 27 164
13 :00 34 27 32 30 123
14:00 36 38 46 30 150
15:00 26 35 24 18 103
16:00 24 47 27 17 115
17:00 20 20 30 18 88
18:00 15 21 38 16 90
19:00 25 21 22 11 79
20:00 6 12 14 3 35
21:00 7 3 8 1 19
22:00 1 1 2 2 6
23:00 5 1 0 0 6
Daily Total 1892 Average Period: 19.5
AM Total 914 48.3%) Average Hour 78.8
PM Total 978 51. 6%)
Peak AM Hour: 09:00= 180 ( 9.5%) Peak AM Factor: 0.804
Peak PM Hour: 1
.
.
ENGINEERING
08/23/96
DUNN
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
15:34:32
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/20/96 00:00 0 0 0 0 0
01:00 1 1 0 0 2
02:00 0 0 1 0 1
03:00 0 0 0 0 0
04:00 0 0 0 2 2
05:00 0 1 5 2 8
06:00 10 30 29 18 87
07:00 19 54 67 24 164
08:00 23 36 37 25 121
09:00 32 56 51 44 183
10:00 25 45 50 23 143
11:00 19 44 44 36 143
12:00 25 38 27 24 114
13:00 20 24 21 19 84
14:00 23 43 28 30 124
15:00 31 31 27 27 116
16:00 27 18 27 24 96
17:00 15 23 28 24 90
18:00 10 19 24 17 70
19:00 6 15 17 11 49
20:00 6 7 8 8 29
21:00 4 8 3 4 19
22:00 1 1 2 0 4
23:00 2 0 0 2 4
Daily Total 1653 Average period: 17.0
AM Total 854 51. 6%) Average Hour 68.9
PM Total 799 48.3%)
Peak AM Hour: 09:00= 183 ( 11.0%) Peak AM Factor: 0.817
Peak PM Hour: 14:15= 132 ( 7.9%) Peak PM Factor: 0.767
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 14
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/21/96 00:00 0 0 0 0 0
01:00 2 1 0 0 3
02:00 1 0 1 0 2
03:00 0 0 1 1 2
04:00 0 0 0 1 1
05:00 0 1 4 9 14
06:00 9 24 25 15 73
07:00 23 37 53 34 147
08:00 15 43 33 28 119
09:00 21 51 61 26 159
10:00 27 39 30 25 121
11:00 38 47 50 31 166
12:00 22 27 39 32 120
13 :00 19 22 30 28 99
14:00 35 34 38 22 129
15:00 16 29 26 19 90
16:00 19 30 31 18 98
17:00 16 25 31 17 89
18:00 17 15 15 14 61
19:00 9 22 18 6 55
20:00 4 5 12 4 25
21:00 6 8 2 3 19
22:00 1 1 2 3 7
23:00 3 1 0 0 4
Daily Total 1603 Average Period: 16.5
AM Total 807 50.3%) Average Hour 66.8
PM Total 796 49.6%)
Peak AM Hour: 11:00= 166 ( 10.3%) Peak AM Factor: 0.830
Peak PM Hour: 13 : 45= 135 ( 8.4%) Peak PM Factor: 0.888
.
.
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 15
*******************************************************************************
Lane #2 Info : EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/22/96 00:00 1 0 0 0 1
01:00 0 0 0 0 0
02:00 1 0 0 0 1
03:00 0 0 0 0 0
04:00 0 0 1 1 2
05:00 1 2 5 4 12
06:00 13 21 45 21 100
07:00 16 47 39 25 127
08:00 19 36 48 13 116
09:00 37 57 65 28 187
10:00 34 32 55 20 141
11:00 24 33 53 26 136
12:00 32 42 34 22 130
13:00 24 25 42 19 110
14:00 39 30 40 24 133
15:00 26 20 30 30 106
16:00 30 34 32 20 116
17:00 15 23 21 19 78
18:00 9 19 20 20 68
19:00 8 17 16 25 66
20:00 8 9 7 3 27
21:00 6 2 7 3 18
22:00 0 4 1 2 7
23:00 0 0 0 0 0
Daily Total 1682 Average period: 17 .3
AM Total 823 48.9%) Average Hour 70.1
PM Total 859 51. 0%)
Peak AM Hour: 09:00= 187 ( 11.1%) Peak AM Factor: 0.719
Peak PM Hour: 14:00= 133 ( 7.9%) Peak PM Factor: o.
.
.
08/23/96
15:34:32
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
08/23/96 00:00 1 0 0 0 1
01:00 0 1 0 1 2
02:00 0 0 2 1 3
03:00 1 0 0 0 1
04:00 0 0 0 0 0
05:00 3 1 6 7 17
06:00 17 26 44 22 109
07:00 27 54 47 33 161
08:00 24 35 42 37 138
09:00 34 42 56 42 174
10:00 39 51 42 18 150
11:00 30 59 43 132
Daily Total 888 Average period: 18.9
AM Total 888 (100.0%) Average Hour 74.0
Total 0 ( 0.0%)
__ak AM Hour: 09:30= 188 ( 21.1%) Peak AM Factor: 0.839
Peak PM Hour: Peak PM Factor:
08/23/96
15:34:32
.
.
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 17
==============================================================================;
GRAND TOTALS
============================================.===================================
***************************** LANES #1, & #2 FINAL ***************************j
Total Lane 1 13589
Lane 2 13944
-------
TOTAL 27533
# Days Lane 1 6.98
Lane 2 6.98
-------
HIGHEST 6.98
AM Total Lane 1 2579 ( 18.9%)
Lane 2 6311 ( 45.2%)
----------------
TOTAL
PM Total Lane 1
Lane 2
TOTAL
Peak AM Lane 1
Lane 2
FINAL
Peak PM Lane 1
Lane 2
Avg Period Lane 1 20.3
Lane 2 20 . 8
AVERAGE 20.5
8890
32.2%)
ADT Lane 1 1947
Lane 2 1998
-------
ADT 3945
Avg Hour Lane 1 81. 9
Lane 2 84.0
-------
AVERAGE 165.9
11010
7633
81. 0%)
54.7%)
10:30=
11:00=
218 (08/17/96)
308 (08/18/96)
AM Factor Lane 1 0.429
Lane 2 0.778
-----
FINAL 0.778
PM Factor Lane 1 0.565
Lane 2 0.918
-----
FINAL 0.918
11:00=
308 (08/18/96)
346 (08/18/96)
349 (08/18/96)
14:30=
15:45=
FINAL: 15:45=
349 (08/18/96)
.
.
1991 to June 1995
State Accident Surveillance System
Accident Summaries
Disk #390, Cross Sound Ferry
File: Dividers
NYS ~~yARTMENT OF TRANSPORTATION USER: TRAFFIC & SAFETV
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 8/11/92
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/91 THRU 12/31/91
N U M B E R o F A C C I 0 E N T S -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ POD N/R SIDE WET FIXED PED & TRUCK LIGHT CONDITION
NO. . ROAD ROAD OBJ BIKE .. . DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041626 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 01041629 I 0 I 0 0 0 0 0 0 0 0 1 0
25 25 07041634 , 0 I 0 0 0 0 0 0 0 1 0 0
25 25 07041636 2 I I 0 0 0 0 2 0 0 1 1 0
25 25 07041638 I 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041641 49 KERWIN BLVO 2 0 I 0 I 0 0 0 0 0 I 0 0
25 25 07041643 95 CHAPEL LANE I 0 1 0 0 0 0 0 0 0 I 0 0
25 25 07041645 2 0 2 0 0 0 I 0 0 0 1 I 0
25 25 07041647 I 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041650 1 0 0 0 I 0 0 0 0 0 0 0 0 .
25 25 07041652 I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041654 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041655 2 0 0 I I 0 0 0 0 0 0 I 0
25 25 07041656 I 0 I 0 0 0 0 0 0 0 0 0 0
25 25 07041656 75 MOORES LANE 5 0 4 0 I 0 2 0 0 0 2 0 1
25 25 07041657 08 EIGHTH ST 1 0 I 0 0 0 0 I 0 0 0 I 0
25 25 07041658 09 SEVENTH ST I 0 I 0 0 0 0 0 0 0 I 0 0
25 25 0704165B 10 SI X 11' ST 2 0 I 0 I () I 0 0 () 1 0 0
25 25 01041658 39 F I F III AVE 1 0 0 0 I 0 0 () 0 0 0 0 0
25 25 07041659 12 FifTH ST 1 0 0 0 I 0 0 () 0 0 0 0 0
25 25 0704'660 1 0 1 0 0 0 0 0 0 0 I 0 0
25 25 07041661 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041661 16 HURD ST 7 0 3 0 4 0 2 0 0 0 3 0 0
25 25 01041662 2 0 2 0 0 0 0 0 0 0 2 0 0
25 25 07041662 18 FIRST ST 6 0 I 0 5 0 0 II 0 0 1 0 0
25 25 07041663 , 0 0 I 0 0 () 0 0 0 0 0 0
25 25 07041663 19 MAIN ST. 3 0 I 0 2 0 0 0 0 0 I 0 0
25 25 07041665 24 CENTRAL AVE 1 0 0 1 0 0 I 0 0 0 I 0 0
25 25 07041665 25 CENIER ST -PARK ST 1 0 1 0 0 0 0 0 0 0 0 I 0
25 25 0704166B 30 FIRST AND WEBB STS I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041668 31 MANOR PL 3 0 2 0 I 0 2 () 0 0 2 0 0
25 25 67041672 38 NORHI RO-CO RO 27 t- 3 0 3 0 0 0 1 0 0 0 I I 1 .
25 25 07041672 39 SOUND RD I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041673 40 BAILEY AVE 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041674 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041676 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041678 1 0 I 0 0 0 0 0 0 0 0 0 0
25 25 07041681 1 0 I 0 0 0 0 0 0 0 I 0 0
25 25 0"1041683 I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041685 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041685 48 ROCK PT RD 1 0 1 0 0 0 0 0 0 0 I 0 0
25 25 0704.688 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041689 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041689 54 OLD OfH':HARD LANE 1 0 0 I 0 0 0 0 0 0 1 0 0
25 25 07041692 00 UNKOWN INTERSECTION I 0 0 1 0 0 0 0 0 1 I 0 0
25 25 01041694 1 0 0 0 I 0 II 0 0 0 0 0 0
25 25 07041700 1 0 0 I 0 0 0 0 () 0 0 1 0
25 25 07041705 I 0 I 0 0 0 0 0 0 0 I 0 0
25 25 0704 1709 1 0 0 0 I 0 0 0 0 0 0 0 0
-25 25 01041"113 1 0 0 0 I 0 II 0 () 0 0 0 0
SIDE-ROAD & NON-REPORTABLES ItKLIJOEll .. EXCLUDES NON-REPORTABLES .. . EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 16
NVS DEPARTMENT Of TRAllsrORTATIDN USER: TRAffIC & SAfETY
STATE ACC IOENT SURVEILLANCE SYSTEM RUN DA TE 8/11/92
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 fOil \/0 I /91 llmu I ~/] 1/'3 I
N U M 8 E R o f A C C I 0 E N T 5 -
ROuTE REf. MARKER INTERsIC DE SCR I PT ION TOTAL fATAL INJ pon N/R SIDE wET f I xEO rED & TRUCK liGHT CONDITION
NO. ~OAO IWAll (lU~J BIKE .. . DAY NIGItT DAWN/DUSK
.. .. .. .. .. ..
25 2507041718 3 0 I 0 2 0 1 0 0 0 0 I 0
25 2S 0104172l:!. t I 0 0 I 0 0 0 0 0 0 0 I 0
25 25 07041744 \ 0 0 0 I 0 0 0 0 0 0 0 0
25 2!n'i7offiTl----.--- I 0 0 I 0 0 0 0 0 0 0 \ 0
25 2507041992 I 0 I 0 0 0 1 0 0 0 1 0 0
25 2501041999 118 0 18 3. 66 0 10 10 0 2 4 2 1
25 25 07041999 00 UNKOWN INTERSECTION 13 0 3 4 6 0 3 0 0 0 2 I 0
25 +.t.. ROuTE TOTAL W/999 RM'St. 35.9 15 1296 693 1515 I 541 101 11 51 1078 449 66
25a 25A07031185 39 UNKOWN INTERSECTION \ 0 1 0 0 0 0 0 0 0 I 0 g.
25a t..tt ROUTE TOTAL W/999 RM'$'t t 0 I 0 0 0 0 0 0 0 I 0
25A 25A0103 tOOO 2 0 0 I 1 II 0 0 0 0 0 I 0
25A 25A01031001 2 0 0 I 1 0 II 0 0 0 0 0 0
25A 25A0103100\ 31 JeT NY 108 7 0 0 1 6 0 0 0 0 0 0 0 0
25A 25A07031006 2 0 0 0 2 0 II 0 II 0 0 0 0
25A 25A07031006 32 TERRACE PLACE t 0 I 0 0 0 I 0 0 0 1 0 0
25A 25.1.01031006 2 0 0 I 1 0 0 0 0 0 0 0 0
25A 25AO"/031008 :J:.t FtOIU sr 1 0 I 0 0 " " 1 0 0 0 I 0
25... 25...07031008 3. PORTLAND ST 2 0 0 0 2 I) () II 0 0 0 0 0
25A 25A0703 '009 6 0 2 0 . 0 0 0 0 0 I 0 0
25A 25A01031oo9 35 ELM Pl 2 0 0 1 I 0 " 0 0 0 0 0 0
25A 25.07031009 85 SUORE RO-SNAKE Hill. 3 0 0 I 2 0 " 0 0 0 0 0 0
25A 25A07031010 \ 0 . 0 0 " I tl 0 0 I 0 0
25'" 25A07031012 I 0 0 0 I tl ,) 0 0 0 0 0 0
25A 25A07031012 36 POPLAR PL 2 0 I I 0 " tl 0 0 0 I I 0
25A 25A07031013 I 0 0 I 0 0 1 1 0 0 0 0 0
25A 25A07031013 06 UNKOWN INTERSECTION \ 0 0 I 0 0 0 0 0 0 I 0 0
25A 25"'07031015 2 0 0 0 2 " U 0 0 0 0 0 0
25A 25A070310\5 39 GOOSE HILL RO 5 0 0 2 3 0 1 0 0 0 2 0 0
25A 25A07031016 2 0 2 0 0 0 I 2 0 0 2 0 0
25A 25A0703\017 \ 0 0 0 I 0 0 0 0 0 0 0 0
25A 25A0703.017 40 GLEN WAY \ 0 I 0 0 0 0 I 0 0 I 0 .
25A 25A070310.8 I 0 I 0 0 0 0 I 0 0 I 0
25A 25...01031020 \ 0 I 0 0 0 I 0 0 0 I 0 0
25A 25A07031020 42 MlDLANO ST 2 0 \ 0 I 0 0 0 0 0 0 I 0
25A 25A0703 .02 I I 0 0 0 I 0 0 0 0 0 0 0 0
25A 25A0703102\ 45 CROSSMAN P I 0 0 0 I 0 0 0 0 0 0 0 0
25A 25A01031022 2 0 0 1 I 0 0 0 0 0 0 0 0
25' 25A07031022 46 WOOLSEY ST CARLEY I 0 \ 0 0 0 0 0 I 0 I 0 0
25A 25A07031023 48 NATHAN HALE OR 1 0 I 0 0 0 I 0 0 0 0 \ 0
25A 25A07031025 \ 0 0 I 0 0 0 0 0 0 0 0 0
25A 25A07031025 89 SCUDDER PLACE 7 0 4 2 \ 0 3 I 0 I 3 2 0
25A 25A0703\026 5 0 I 2 2 0 I I 0 0 0 0 0
25A 25A07031026 52 ANOE IISDN PL 2 0 I 0 I 0 0 0 0 0 I 0 0
25A 25A07031026 54 WOOOBURV.WESTNECK \6 0 3 3 10 0 I 0 0 I 2 I 0
25. 25A0103t021 3 0 0 0 3 0 0 0 0 0 0 0 0
25A 25A0703 t027 55 PROSPECT sT I 0 0 0 I 0 0 0 0 0 0 0 0
25A 25A0703.028 5 0 0 2 3 0 I 0 0 0 2 0 0
25A 25A07031028 40 UNKOWN INTERSECTION \ 0 I 0 0 0 0 0 0 0 0 0 0
25A 25A07031028 56 G"EEN sl/CLINTON sT 6 0 I 0 5 0 1 0 0 0 I 0 0
25A 25A01031028 90 WALL sT /NEW ST 17 0 3 3 11 0 I 0 3 0 3 2 0
SIOE.ROAD & NON.REPDRTABLES I NCLUOfO .. E<CLUOES NON-REPORT ABLES . .. ["ClUDES PICKUP . VANS UfGIUN.COUNTv 01 PAGE 11
NYS I RTMENT OF TRANSPORTATION USER: TRAFFt SAfETY
STATE ACCIDENT ~u~VEIlLANCE SYSTEM RUN DATE 7/'.1.. . ~3
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/92 THRU 12/31/92
N 'U M B E R o F A C C I 0 E N T S -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ PDO N/R SIDE wET FIXED PED & TRUCK LIGHT CONDITION
NO. . ROAD ROAD OBJ BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. ..
25 25 07041658 39 FIFTH AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041659 12 FIFTH ST 2 0 2 0 0 0 2 0 0 0 1 1 0
25 25 01041660 , 0 0 0 , 0 0 0 0 0 0 0 0
25 25 07041660 13 FOURTH AVE 2 0 2 0 0 0 0 0 0 0 0 0 0
25 25 01041660 14 fOURTH Sl 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704166' 4 0 1 1 2 0 , 0 0 0 2 0 0
25 25 0104166' 16 THIRD ST 4 0 1 0 3 0 0 0 0 0 0 1 0
25 25 01041662 4 0 1 0 3 0 0 0 , 0 1 0 0
25 25 01041662 18 FIRST ST 1 0 , 0 0 0 I 0 0 0 I 0 0
25 25 0704.663 , 0 1 0 0 0 0 0 0 0 , 0 0
25 25 07041663 19 MAIN ST. 6 0 2 0 4 0 0 0 0 0 2 0 0
25 25 07041663 2 \ ADAMS 51 1 0 0 0 I 0 0 0 0 0 0 0 0 .
25 25 07041664 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041665 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041665 24 CENTRAL AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041665 25 CENTER 51 -PARK ST 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041667 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041668 30 FIRST AND WEBB STS 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041668 31 MANOR PL 2 0 2 0 0 0 2 " , 0 0 2 0
25 25 07041670 36 CHAMPLI N-WI LMARTH A 1 0 I 0 0 0 " 0 0 0 1 0 0
25 25 07041671 37 KNAPP PL 2 0 1 0 1 0 0 0 I 0 0 1 0
25 250704167-2 38 NORTH RD-CO RD 27 J- 3 0 2 0 1 0 0 0 0 0 2 0 0
25 25 07041672 39 SOUND RO 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041675 41 MANHASSET RD 1 0 1 0 0 0 0 0 0 0 1 0 0
25 2S 0704168, \ 0 0 0 1 0 0 0 0 0 0 0 0
25 2507041684 1 0 0 0 1 0 0 0 0 0 0 0 0
25 2507041685 4B ROCK PT RO 1 0 0 0 I 0 0 0 0 0 0 0 0
25 250704'688 2 0 0 0 2 0 0 0 0 0 0 0 0
25 2507041690 82 STARS RD 1 0 1 0 0 0 , I 0 0 I 0 0
25 250704.691 1 0 1 0 0 0 0 0 0 0 I 0 0
25 2507041695 2 0 0 0 2 0 0 0 0 0 0 0 0
25 2S 07041700 1 0 I 0 0 0 0 0 0 0 , 0 0
25 25 07041708 I 0 0 0 , 0 0 0 0 0 0 0 0
25 2507041710 1 0 0 0 1 0 0 0 0 0 0 0 0 .
25 25 07041714 65 TABOR RO 1 0 0 , 0 0 , 0 0 0 I 0 0
25 25 07041717 66 PLATT RD 2 0 1 0 I 0 0 0 0 0 , 0 0
25 25 0704 t718 1 0 0 0 , 0 0 0 0 0 0 0 0
25 25 0704 \720 00 UNKOWN INTERSECTION I 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041732 t 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041143 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704190-5----------- 1 0 1 0 0 0 0 0 0 0 I 0 0
25 2507041999 153 0 31 34 B8 0 , 7 2 0 2 3 0 0
25 2507041999 00 UNKDWN INTERSECTION 21 0 8 1 12 0 1 0 1 0 2 0 0
25 ..... RourE TOTAL W/999 RM'S" 2960 13 1280 565 1102 0 476 91 69 45 728 338 52
25A 25 01041135 40 UNKOWN INTERSECTION 3 0 2 0 I 0 0 0 0 0 1 0 0
25. 25 07041'49 03 UNKOWN INTERSECTION 1 0 0 1 0 0 0 0 0 0 , 0 0
25' 25 01041368 35 UNKOWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031Ooo 1 0 I 0 0 0 0 , 0 0 0 I 0
25A 25A0703100~ 2 0 1 0 I 0 1 0 0 0 I 0 0
25A 25A07031001 31 JCT NY 108 8 0 4 3 , 0 5 0 0 0 0 2 0
SIDE-ROAD & NON-REPDRTABLES I NCUIOED .. EXCLUDES NON-REPORTABLES ... EXCLUDES PICKUP & VANS REG [(IN-COUNTY 07 PAGE 16
76
NYS DEPAR1~LNT OF TRANSPORTATION USER: TRAFF IC & S. iY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN OA TE 10/12/94
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR I/O 1/93 TIlRU 12/31/93
N U M B E R o F A C C I D E N T 5 -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL fATAL INJ POO N/R SIDE WE! FIXED PED & TRUCK L I GIH CONO IT I ON
NO. ROAD ROAD DB.) BIKE .. . DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041634 2_ 0 2 0 0 0 I 2 0 0 0 2 0
25 2507041636 2 0 1 0 I 0 0 I 0 0 0 1 0
25 25 01041637 I 0 0 0 1 0 0 0 0 0 0 0 0
25 2507041631 90 SAGE BLVD I 0 0 0 1 0 0 0 0 0 0 0 0,
25 2507041640 1 0 0 1 0 0 0 0 0 0 1 0 0
25 2507041640 94 PIPES NECK 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 01041641 I 0 0 0 1 0 0 0 0 0 0 0 0
25 2507041643 95 CHAPEL LANE I 0 1 0 0 0 I 0 0 0 I 0 0
25 2507041644 I 0 I 0 0 0 I I 0 0 I 0 0
25 2507041645 I 0 I 0 0 0 I I 0 0 0 I 0
25 2507041648 I 0 0 0 I 0 0 0 0 0 0 0 0 .
25 2507041649 I 0 0 0 I 0 0 0 0 0 0 '0 0
25 25 07041652 I 0 0 0 I 0 0 0 0 0 0 0 0
25 2507041653 2 0 I 0 I 0 I 0 0 0 1 0 0
25 2507041656 07 NINTH ST I 0 0 0 1 0 0 0 0 0 0 0 0
25 2507041656 75 MOORES lANE I 0 I 0 0 0 0 0 0 0 I 0 0
25 2507041657 08 EIGHTlt 51 I 0 0 0 I 0 0 0 0 0 0 0 0
25 2507041658 I 0 I 0 0 0 0 " 0 " I 0 0
25 2507041659 I 0 0 I 0 0 0 0 () 0 0 0 0
25 2507041659 12 FIFTH ST 2 0 I 0 I 0 0 0 0 0 I 0 0
25 25 07041660 , 2 0 2 0 0 0 0 0 I I I 0 I
25 2507041660 13 FOURTH AVE 1 0 I 0 0 0 0 0 I 0 I 0 0
25 25 07041661 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041661 16 THIRD ST 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041662 1 0 0 0 I 0 0 0 0 0 0 0 0
25 2507041662 IB FIRST ST 3 0 1 0 2 0 0 0 0 0 I 0 0
25 2507041663 3 0 0 1 2 0 0 1 0 0 0 0 0
25 2507041663 19 MAIN ST. 4 0 I 1 2 0 0 0 0 0 I 0 0
25 2507041663 2 I AOAMS ST 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041665 4 0 0 1 3 0 0 0 0 0 I 0 0
25 2507041665 24 CENTRAL AVE 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25-0704'672 ~- I 0 I 0 0 0 0 0 0 0 1 0 0
25 2501041672 3B NORTH RD-CO RD 27 3 0 0 0 3 0 0 0 0 0 0 0 0 .
25 25 07041672 92 UNKOWN INTERSECTION I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041674 I 0 0 0 1 0 0 0 0 0 0 0 0
25 2507041675 I 1 0 0 0 0 0 0 0 0 I 0 0
25 2507041675 41 MANHASSET RD 3 0 0 0 3 0 0 0 0 0 0 0 0
25 2507041617 I 0 1 0 0 0 0 I 0 0 I 0 0
25 25 07041681 I 0 1 0 0 0 0 0 0 0 0 1 0
25 2507041682 2 0 1 0 I 0 0 I 0 0 I 0 0
25 2507041683 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041685 48 ROCK PT RO 2 0 I 0 I 0 0 0 0 0 I 0 0
25 25.07041688 I 0 0 0 I 0 0 0 0 0 0 0 0
25 25;07041689 54 OLD ORCHARD lANE I 0 0 0 I 0 0 0 0 0 0 0 0
25 25' 0704 1690 82 STARS RO 1 0 1 0 0 0 0 I 0 0 0 0 1
25 - 25 07041695 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041705 I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041706 I 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041714 65 TABOR RO 2 0 0 0 2 0 0 0 0 o. 0 0 0
25 25 070417 17 1 0 0 0 I 0 0 0 0 0 0 0 0
. SIDE-ROAD & NON-REPORTA8lES INCLUDED .. EXCLUDES NON-REPORTABlES ... EXCLUDES PICKUP & VANS REGlON-COlJNTY 07 PAGE 16
16
NYS DEPARTMENT OF TRANSPORTATION uSER: TRAFFIC & SAFETY
STATE ACCIOENT SURVEILLANCE SYSTEM RUN OA If 10/'2/94
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR '/01/93 TttlW 12/31/93
N U M hER o F A C C I II E N T S -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ POO N/R SlOE wl r flMll rEO & TIWCK l.IGttT CONO IT ION
NO. . ROAD IWAD llBJ lllKE .. . DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041720 1 0 0 0 , 0 0 0 0 0 0 0 0
25 25 07041124 I 0 0 0 I 0 [) 0 0 0 0 0 0
25 25 07041727 1 0 0 0 I 0 0 " 0 " 0 0 0
25 25 07041736 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041738 1 0 0 0 , 0 0 0 0 0 0 0 0
25 25 07041739 , 0 0 0 , 0 0 0 0 0 0 0 0
25 25 07041744 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041745 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 01041747 L 1 0 0 0 I 0 0 0 0 0 0 0 g.
25 2507041747 09 PLUM ISLAND LA 1 0 0 0 1 0 0 0 0 0 0 0
--:!~25-0"7-6418-9-1 , 0 0 0 I 0 0 0 0 0 0 0 0
25 250704197' , 0 0 I 0 0 I 0 0 0 0 , 0
25 2507041979 , 0 0 , 0 0 I 0 0 0 0 0 0
25 25 0704 1999 114 0 16 31 67 0 8 3 , , 4 , 0
25 2507041999 00 UNKOWN INTERSECT ION 14 0 5 5 4 0 I 0 , 0 3 0 0
25 25 07041999 01 UNKOWN INTERSECTION , 0 0 0 , 0 0 0 0 0 0 0 0
25 2507041999 58 lJUKOWN INTERSECT ION , 0 I 0 () (I (l (l 0 0 0 0 I
25 2507041999 99 UNKUWN INTERSECTION I 0 0 0 , 0 0 0 0 0 0 0 0
25 ..... ROUTE TOTAL W/999 RM.S.... 3331 8 1370 5'9 1434 2 -103 1()2 83 65 1118 372 63
25A 25A0703 100 I 5 0 , 1 3 0 2 I 0 0 , 0 0
25A 25A0703100' 31 JeT NY 108 9 0 2 2 5 0 2 1 0 0 , , 0
25A 25A07031002 1 0 0 1 0 0 0 0 () 0 , 0 0
25A 25A07031005 2 0 , 0 , 0 I I 0 0 0 1 0
25A 25A07031006 , 0 0 0 , U 0 0 0 0 0 0 0
25A 25A07031008 , 0 0 I 0 0 0 I 0 0 0 0 0
25A 25A07031008 34 PORTLAND ST 2 0 I 0 1 0 0 , 0 0 0 1 0
25A 25A07031009 6 0 , 0 5 0 I 0 0 0 0 I 0
25A 25A07031009 35 ELM PL 2 0 , 0 I 0 0 0 0 0 , 0 0
25A 25A07031009 85 SHORE RD-SNAKE FIILl 4 0 2 , I 0 () 0 0 0 3 0 0
25A 25A07031009 88 UNKDWN INTERSECTION I 0 , 0 0 0 0 0 I 0 1 0 0
25A 25A07031010 2 0 , 0 , 0 0 0 0 0 1 0 0 .
25A 25AO"/03 10 II , 0 , 0 0 0 0 0 0 0 0 , 0
25A 25A0703 1012 2 0 0 I I () (l 0 0 0 0 0 0
25A 25A07031012 36 POPLAR PL 2 0 2 0 0 0 0 I 0 0 0 2 0
25A 25A07031013 37 TUIlKEY RD 2 0 0 0 2 0 0 0 0 0 0 0 0
, 25A 251\01031014 1 0 I 0 0 ,) I , 0 0 0 , 0
25A 25A07031015 2 0 0 0 2 [) 0 0 0 0 0 0 0
25A 251\01031015 39 GOOSE HILL RO 3 0 0 I 2 (l 0 0 0 0 0 I 0
25A 25A0703 10 17 5 0 I 0 ., 0 U 0 0 0 , 0 0
25A 25A07031018 , 0 0 0 1 (l 0 0 0 0 0 0 0
25A 2~A0703'018 4 I CARNNEGE AVE 1 0 0 , 0 0 , 0 0 0 I 0 0
25A 2~A0703 1020 1 0 , 0 0 0 0 , 0 0 0 , 0
25A 25A07031020 42 MIDLAND ST I U , 0 0 0 I 0 0 0 0 1 0
25A 25A07031021 2 0 , 0 I 0 0 0 I 0 0 0 I
25A 25A07031021 44 QUAKER PA Hi 3 0 , I 1 0 2 0 0 0 2 0 0
25A 25A01031022 2 0 , 0 1 0 0 0 0 0 I 0 0
25A 25A07031022 46 WOOLSEY ST CARLEY 2 0 I 0 1 0 I 0 0 0 1 0 0
25A 25A07031023 48 NA 11iAN HALE DR 5 0 2 0 3 0 I 0 0 0 1 1 0
25A 25AO'/031024 1 0 0 U () 0 () 0 0 , 0 0
25A 25A07031024 03 lJNKDWN INTERSECTION 1 0 0 , 0 () " " () 0 0 0 0
SIDE-ROAD' NDN-REPDRTAllLES INCLUDED .. EXCLUDES NON-IlLPDRTABLES .. . EXCLUOES P1CKlJP & VANS REGION-COlJl'HY 07 PAGE '7
NYS Oft .....TMUH OF TRANSPORTATION USER: TRAFFIC AFETV
STATE ACCIDENT SURVEILLANCE SYSTEM RUN OATE 9/27/95
It'HERtM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/94 lHRU 12/31/94
N U M B E R o F A C C I 0 E N T S -
ROUTE REF. MARKER ItHERSEC DE SCR I PT ION TOTAL FATAL INJ POD N/R SlOE WET FlxEO PEa &. TRUCK LIGHT CONDITION
NO. . ROAD ROAD OBJ BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 0704.612 69 WEllS AVE 3 0 2 0 1 0 0 0 1 0 1 I 0
25 25 07041613 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041614 3 0 0 2 1 0 I 0 0 0 . . 0
25 25 0704.614 56 YOUNGS AVE. 4 0 1 1 2 0 0 0 0 0 2 0 0
25 25 0704'6'5 2 0 . 1 0 0 0 0 1 0 1 0 0
25 25 07041616 76 UOBART RD-BOSSEAI 1 0 1 0 0 0 0 0 0 0 . 0 0
25 - 25 0704'617 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704'617 79 LOCUST LANE , 0 1 0 0 0 0 0 0 0 1 0 0
25 25 0704.61B 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041619 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704162. 3 0 0 I 2 0 0 0 0 0 0 0 0 .
25 25 07041622 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 0704.629 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041632 1 0 0 0 . 0 0 0 0 0 0 0 0
25 25 07041635 2 0 1 . 0 0 0 1 0 0 . \ 0
25 25 07041637 1 0 1 0 0 0 0 0 0 0 I 0 0
25 25 0704'640 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041640 94 PIPES NECK 1 0 0 0 . 0 0 0 0 0 0 0 0
25 25 0704164\ 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041643 95 CHAPEL LANE 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041644 1 0 0 0 \ 0 0 0 0 0 0 0 0
25 25 07041645 . 0 0 0 . 0 0 0 0 0 0 0 0
25 25 0704'64B 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041649 \ 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041651 . 1 0 0 0 0 0 0 0 0 1 0 0
25 25 0704'653 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041655 . 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041656 2 0 , 0 1 0 I 0 0 0 . 0 0
25 25 07041656 07 NINTH ST 2 0 2 0 0 0 1 0 0 0 1 1 0
25 25.07041656 75 MOORES LANE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704165B 39 FIFTH AVE , 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704'659 \2 FIFTH ST 1 0 I 0 0 0 0 0 0 0 0 I 0
25 2507041660 14 FOURTH ST 1 0 0 1 0 0 0 I 0 0 0 0 0 .
25 25 07041661 1 0 0 0 I 0 0 0 0 0 0 0 0
25 2507041661 16 nu RO ST 4 0 0 0 4 0 0 0 0 0 0 0 0
25 2507041662 IB FIRST ST 3 0 0 0 3 0 0 0 0 0 0 0 0
25 2507041663 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 0704'663 19 MAIN ST. 1 0 0 1 0 0 0 0 0 0 0 1 0
25 2507041663 21 ADAMS ST 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041664 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704'664 00 UNKOWN INTERSECTION 1 0 0 0 \ 0 0 0 0 0 0 0 0
25 25 07041665 24 CENTRAL AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041666 2 0 0 1 1 0 0 0 0 0 I 0 0
25 25 0704'667 1 0 I 0 0 0 I I 0 0 0 I 0
25 25 0704,66B 31 MANOR Pl 3 0 I- 2 0 0 2 0 0 0 2 I 0
25 25 07041669 1 0 1 0 0 0 1 1 0 0 I 0 0
25-2nj704t612-:le~ORT-HRD-CO-liD2-i---- --r 1 0 0 I 0 0 0 0 0 0 0 0 0
25 25 07041672 39 SOUND RO 1 0 0 0 \ 0 0 0 0 0 0 0 0
25 2507041673 40 BAILEY AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 2507041676 1 0 0 0 1 0 0 0 0 0 0 0 0
. SIDF-ROAO & NON-REPORTABLES I NCLUOEO .. EXCLUDES NON-REPORTABLE S ... EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 16
'"
NYS DEPARTMENT OF TRANSPORTATION
STATE ACCIDENT SURVETLLANCE SYSTEM
USER: TRAFFIC & SAFETY
RUN DATE 9/27/95
1/01/94 THRU 12/31/94
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR
ROUTE
.,
REF. MARKER INTERSEC
NO.
OESCRIPTION
25 2501041677
25 2507041679
25 2501041680 44 MAPLE IN
25 2507041681
25 2507041682
25 25 07041683
25 25 07041685
25 25 07041685 48 ROCK PT RO
25 25 07041688
25 2507041689
25 2507041691
25 25 07041692
25 2507041699
25 25 07041702
25 2507041704
25 2507041709
25 2507041710
25 2507041711
25 2507041712
25 25 07041712 63 OYSTER POND RD
25 2507041714
25 2507041114 65 TABOR RD
25 25 07041715
25 2507041716
25 2507041718
25 2507041720
25 2507041724 00 UNKOWN INTERSECTION
25 25 07041728
25 25 07041729
25 25 07041736 00 UNKOWN.IN!~RS~~.EQr-I
25---25--0704 fab2-----.. -.
25 2507041815
25 2507041941
25 2S 07041964
25 2507041968
25 2507041999
25 2507041999
25 2507041999
25 2507041999
25
25A 25A01031001
25A 25A07031001 31 JeT NY tOB
25A 25A07031004
25A 25A07031005
25A 25A01031006
25A 25A07031006 32 TERRACE PLACE
25A 25A07031007
25A 25A07031008 34 PORTLAND ST
25A 25A07031009
25. 25A07031009 85 SHORE RD-SNAKE HILL
. SIOE-ROAO & NON-REPORT ABLES INCLUOED
00 UNKOWN INTERSECTION
58 Ut-./KDWN INTERSECTION
99 UNKOwN INTERSECTION
..... ROUTE TOTAL W/999
..
RM'S"
EXCLUOES
TOTAL FATAL INJ
.
l'
2 0
2 0
1 0
3 0
1 0
1 0
1 0
1 0
1 0
4 0
1 0
I 0
3 0
I 0
1 0
1 0
I 0
1 0
1 0
1 0
2 0
1 0
1 0
1 0
1 0
1 0
1 O.
1 0
1 0
1 0
1 0
1 0
2 0
1 0
1 0
116 0
12 0
1 0
2 0
3282 12
5 0
1 0
1 0
1 0
2 0
, 0
2 0
2 0
7 0
2 0
NON-REPORT ABLE S
N U M B E R
POO N/R SIDE
ROAD
1 0
o 0
1 0
1 0
o 0
o 0
o 0
o 0
o 0
3 0
o 1
o 0
2 0
o 0
1 0
o 0
o 0
o 0
1 0
o 0
1 0
o 0
o 0
o 0
o 0
o 0
1 0
o 1
o 0
1 0
o I
o 0
2 0
o 1
1 0
23 34
2 3
o 0
o 1
1280 4512
3 2
o 0
o 1
o 0
1 ,
1 0
1 I
2 0
1 2
o ,
... EXCLUDES
1 0
2 0
o 0
2 0
, 0
1 0
1 0
t 0
1 0
1 0
o 0
1 0
1 0
, 0
o 0
1 0
1 0
1 0
o 0
1 0
1 0
1 0
1 0
, 0
1 0
1 0
o 0
o 0
1 0
o 0
o 0
I 0
o 0
o 0
o 0
59 0
7 0
I 0
1 0
1478 3
o 0
I 0
o 0
I 0
o 0
o 0
o 0
o 0
4 0
I 0
PICKUP &
o F A C
WET FIxED
ROAD OBJ
C I 0
PEO &
BIKE
E N T 5 -
TRUCK liGHT CONDITION
... DAY Nlmn DAWN/DUSK
.. ..
..
..
o
o
o
o
o
o
o
o
o
1
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
1
o
10
o
o
o
392
3
o
I
o
I
o
o
o 0 0 ,
o 0 0 0
o 0 0 1
1 0 0 t
o 0 0 0
o 0 0 0
o 0 0 0
o 0 0 0
o 0 0 0
o 1 0 3
o 0 0 1
o 0 0 0
o 0 0 0
o 0 0 0
o 0 0 1
o 0 0 0
o 0 0 0
o 0 0 0
o 0 0 1
o 0 0 0
o 0 0 I
o 0 0 0
o 0 0 0
o 0 0 0
o 0 0 0
o 0 0 0
o I 0 ,
o 0 0 0
o 0 0 0
o 0 0 0
o 0 0 1
o 0 0 0
o 0 0 t
o 0 0 1
o 0 0 1
7 0 0 5
o 0 0 I
o 0 0 0
1 0 0 0
103 54 61 10t3
I 0 0 1
o 0 0 0
o 0 0 0
o 0 0 0
I 0 0 2
o 0 0 0
o 0 I 2
2 0 0 1
o 0 0 2
o 0 I 0
REGION-COUNTY 07
2
,
o
VANS
..
o
o
o
o
o
o
o
o
o
o
o
o
2
o
o
o
o
o
o
o
o
o
o
o
o
o
o
1
o
1
o
o
1
o
o
2
1
o
o
39B
I
o
I
o
o
I
o
,
I
o
PAGE
..
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
1
62
o
o
o
o
o
o
o
o
o
I
17
.
.
NYS OEPAR1M[NT OF TRANSPORIAIION USER: TRAFfiC .:.A1 I IV
SIAH Ace IOfNT SURVEILLANCE SYSTEM RUN DA IE 9!:JO/96
INIEUIM Ar.C!O(NT SUMMAR'1 REGION COUNTY 07 FOR 1/01/95 TIIRU 12/31/95
N U M B E R 0 F A C C J 0 E N T 5 -
ROUTE REF. MARKER INIERsrc IlESCRIPI ION TOTAL FATAL INJ POO N/R SIDE WET FixED PEO & TRUCK liGHT CONDI110N
NO. ROAD ROAD OBJ BIKE . .. DAY NIGHT OAWN/DU'iK
.. .. .. .. .. .. "
25 25 0104164 , 49 KERwIN Alvn 2 0 I 0 1 0 I 0 0 0 0 1 ()
25 25 07041643 1 0 0 0 1 0 0 0 0 0 0 0 ()
25 2S 07041643 9S CHAPEl LANf 2 0 1 0 1 0 0 0 0 0 0 0 1
25 25 07041645 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041646 1 0 0 0 1 0 0 0 0 0 0 0 "
~5 2'> 0"104164<) 1 0 0 0 1 0 0 0 0 0 0 0 ,)
:?!l ]!) 0-'0., 'f)~l I 0 0 0 1 0 0 0 0 0 0 0 "
.1 ~ I }', l)"lIMIt,!,] 1 0 0 0 I 0 0 0 0 0 0 () ()
0'" .>1, 1.,'11.111,',1 2 0 0 0 2 0 0 0 0 0 0 0 "
.. .". ('.;141....'. I 0 0 0 \ 0 0 0 0 0 () (J "
.. '",11..', ','" I U 0 1 2 0 I () 0 0 I () " .
,..... . "' ^'" .. II 1 1 " 0 0 II ,) \ " " "
.". '0.1",' "I" " II II 1 0 0 " () u " " "
.. .', .,,,. ,- " I II " 0 1 II 0 II I " "
.", ,',.41I,'.H I"" II 2 U 1 0 0 0 0 () " " "
.... . ' . I '114 Ih'." " 1"11 A .1 () () 0 I 0 0 u 0 () () " "
.. ,'".11.,',1 , :' 'II <I I 0 <I 0 (J () () (J , " "
. '
.'1. .. , . .1".1, II 1 0 ) 0 (J <I () () 1 " "
]', ,", " ,,-11t,1o ..... A.' " " I " 0 u () " " " " "
]11 .", O' ,'i ,4 lI,t,., 'I ..... (J (J 1 0 U () (J () () " "
]~ .", ,,1/141t,1,1 " () 2 0 4 0 1 0 2 0 ) () "
~") .") u,'I,oIll.t,1 .. ',,1.., J () () 0 2 0 0 0 0 0 0 " "
~' ., .' ~l (1.'".1 thl..' () 0 0 1 0 0 0 0 0 0 () "
~I ~I .'1, I' ~ ( I ,I I t, t, .. "! ' :.. (l 0 0 I 0 0 0 0 0 0 0 "
J~' .' ~ I 11.'(I.llhl> I 0 0 0 3 0 0 0 0 0 0 0 "
21;. ~II;. 07tt41htd ,,' Mt. I'~ ',I .' () 0 1 1 0 0 0 0 0 1 " "
25 ~I;) 0104 Hih.l '" ^ll^M', ',I 4 0 I 0 3 0 0 0 1 () 0 I "
25 25 O"0416b~ 2 0 0 1 1 0 0 0 0 () 1 0 l)
25 25 (HO.11660 :) I MANO~ 1'1 1 0 0 0 1 0 0 0 0 0 0 0 "
25 25 0"1041669 32 MONSEll Pt , 0 1 0 0 0 0 0 0 () , () 0
25 25 0"04'670 3G UtAMPl. IN WI I MARIIl A 1 0 1 0 0 0 0 0 0 0 1 () "
25 25 0"1041671 1 0 1 0 0 0 0 0 0 0 1 U ()
25 25 0'/04 \6'/2 1 0 0 1 0 0 0 0 0 0 I 0 " .
25 25 07041672 3B NORTH RD-CO Ril }" 2 0 1 0 1 0 0 0 0 0 1 (j "
25 25 07041673 , 0 I 0 0 0 0 0 0 0 I () ()
25 25 0704'673 40 BAILEY AVE 1 0 1 0 0 0 0 0 0 0 1 0 "
25 25 07041675 41 MANHASSET RO 1 0 0 0 1 0 0 0 0 0 0 0 "
25 25 07041678 1 0 0 0 1 0 0 0 0 0 0 0 'J
25 25 07041681 , 0 0 1 0 0 0 0 0 0 0 I "
25 25 07041682 1 0 0 0 1 0 0 0 0 u 0 0 "
25 25 07041682 45 SHIP'l'ARD LN I 0 0 0 1 0 0 0 0 0 0 0 "
25 25 07041683 1 0 1 0 0 0 0 0 0 0 1 () "
25 25 07041683 00 UNKOWN INTERSECTION I 0 0 0 1 0 0 0 0 0 0 0 "
25 25 07041684 1 0 0 0 1 0 0 0 0 0 0 0 "
25 25 0704'688 1 0 I 0 0 0 0 1 0 0 1 0 ..
25 25 07041689 54 OLD ORCHARD LANE 1 0 0 0 1 0 0 0 0 0 0 " "
25 25 07041690 1 0 0 0 1 0 0 0 0 0 " 0 'I
25 25 07041696 1 0 0 0 1 0 0 0 0 0 0 () "
25 25 01041702 2 1 1 0 0 0 0 0 1 0 2 (j "
25 25 07041703 1 0 I 0 0 0 0 0 0 0 0 1 "
510E'-"A.O & NON-REPORTABI.ES INClllOEO EXCllJOfS NON 'REPORTABLES .. . EXCLUDES PICKUP . VANS REGION-CmJNr'l' (j7 "Mil ",
NYS OEPARIMl"NI OF TRANSPtJR'A' JON USER! 11~Af F Ie . SArIIY
'i f A If ACClflfNl SURVEiLLANCE SYSTEM RUN DAlE 'J/JO/~lfl
INI [RIM ACClllfNI 5lJMMARY RfCiION'COUNIY 07 FOR 1/01/95 THRU 12/3'/95
N U M B E R 0 F A C C 1 0 E N T S
ROUTE REI MARKER INI (R51 C Ilf. <,(fo! II' II UN IOTA\. fATAL INJ PDO N/R SlOE WET fixED rED . fRUCK I. (GIlT CONDITION
NO ROAD ROAD OB.... HIKE . .. DAY NIGHI llAWN/IIlI';K
.. .. .. .. .. .. "
25 25 07041710 2 0 1 1 0 0 0 0 0 , 1 0 ()
25 2' 0704 111 1 2 0 0 0 2 0 0 0 0 0 0 () ()
25 2~) 0704 17 I:.J 1 0 0 0 , 0 0 0 0 0 0 0 ()
2h ~~ 0104172'J on tINK()WN ItJlI R'irc: liON I 0 0 0 1 0 0 0 0 0 0 0 I)
2!1 ~!) (J"to.' 1"132 , 0 0 0 , 0 0 0 0 0 0 () ()
~!I .' ~ I ofCl411TI , 0 0 0 , 0 0 0 0 0 0 () ()
.... .". 1'"11.111.'11 I 0 0 0 1 0 0 0 0 0 0 IJ ()
., .11'.1. I 0 2 0 , 0 0 I 0 0 , () "
, .
1'''' , , 0 , 0 0 0 0 0 0 0 () () .
" ., " I () () () () () n () , " "
" " " () I n () () () () " " "
'. I' I () " IJ rl:l " .1 ., U () " "
."0 " ,,' '," . , I'.',.. , 1[:,'. ,., " " 0 9 U :) 0 I 0 ., "
.". ." .' .~ .', lI.',,- 11.:'. I " 0 " I 0 () () 0 0 () " "
:'.. ..... .. .', ,It, I..... tH, I 1:1 11"0 .1'15 14(ilj 0 :lH2 14 (,l) fiJ IO':l :110 "
.'~.A ,",... " ." . , :'.... ., () () I " 0 () () 0 0 () " I
~"IA . ',A " " I " I () I () " " I " "
.".A ..',A "II' " " , 0 u () " () " " "
.'~A .. ~.A\I "Ii I I", ..1 " I " () 0 I 1 0 0 () , "
~'~jA .' ~11I1 I " , t 1, " " , () I 0 0 () 0 0 , () "
~".A .".AlI 't. 111' H I 0 U U 1 0 0 0 0 0 0 0 "
.' ~.A .'~' At, " , I I,,, '1 '. _A I () , 0 0 0 0 , 0 0 0 0
~".^ . ~. f.l' 'I' I I ". ~ ., ..'I."',' .) " , 11 2 () I , 11 0 I , "
~'!.^ .' ~,A II :lI.1 Ii" ," " , () 0 0 " 0 0 0 0 ;, "
~!JA ~~IAu /0.1 lUO'J I', " M ,., , 0 0 0 " 0 0 0 0 0 0 0 "
2!>A :.'!iAO.,U:l1()10 ;, 0 , 0 I 0 0 0 0 0 , " "
25A :.!'JAO/OJ tu I 1 2 0 0 0 2 0 0 0 0 0 0 0 11
25A ~!5A()"()J 10 I ~ 36 POPlAR 1', " 0 1 0 , 0 , 0 0 0 I IJ 11
2!.1A 2bA0703 1012 Ut) 5l'RINli ':.iT :I 0 0 0 3 0 0 0 0 0 0 " "
25A 25A0103 to 13 37 TuRKI '( IW 2 0 0 1 , 0 0 0 0 0 0 " IJ
25A 25A0703 1014 1 0 I 0 0 0 0 0 0 0 0 I " .
25A 25A07031015 39 GOOSE Itlll. RIl 4 0 2 2 0 0 1 0 1 0 " 1 "
25A 25A07031016 1 0 1 0 0 0 0 , 0 0 0 1 "
25A 25A0703 1017 2 0 0 0 2 0 0 0 0 0 0 (1 II
25A 25A0703 1017 40 GLEN WAY 2 0 1 1 0 0 2 0 0 0 I 0
25A 25A07031018 1 0 0 0 1 0 0 0 0 0 0 " "
25A 25A0703 1019 3 0 , 0 2 0 0 , 0 0 , 0 "
25A 25A07031020 3 0 2 0 1 0 2 1 0 , 2 () "
25A 25A07031020 42 MIDLAND Sf 2 0 2 0 0 0 , 0 0 () " 0 U
25A 25A07031021 44 QUAKER PATII 1 0 0 0 1 0 0 0 0 0 0 0 "
25A 25A07031022 46 wOOLSEy Sf CARL E ( 4 0 , , 2 0 1 0 0 0 I " "
25A 25A07031023 48 NATHAN HAtE OR 2 0 1 0 1 0 I 0 0 0 , " "
25A 25A07031025 3 0 1 0 2 0 0 0 0 0 0 I "
25A 25A0703'025 89 SCUDDER PLACE 3 0 , 1 , 0 , 0 0 0 , " "
25A 25A0703.026 6 0 2 , 3 0 0 0 1 0 I I "
25A 25A07031026 54 WOOOBURY-WESTNECK 18 0 6 5 7 0 4 0 0 0 " ..
25A 25A07031027 2 0 0 0 2 0 0 0 0 0 0 11 "
25A 25A01031028 2 0 , , 0 0 , , , (J 0 "
25A 25A07031028 56 r.RrEN ST/Cl.INTON 51 9 0 2 2 5 0 I 0 0 " ;, , "
25A 25A07031028 90 WAl.L ST/NE:W Sf " 0 0 3 8 0 0 0 0 0 " "
SIUf ROAn . NON-RfPORTABI fS WCllJOI n f),CLlJllfS NON-REPORT ABLES ' .. EXClUOfS PICKUP . VAN" I~f(; ION rOWI! v ld 1'^f.1 I'
'94-1996 7-~,,9
CATION COOE: 025- 0704 1696
SE NUMBER: 6-102568 ACCIDENT DATE: 01/02/96 POLICE AGENCV: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
lJNTV/MUNI: SUfFOLK COUIlTV, TOWN OF SOlJTHOLD riME: 17: PRECINCT:
RST EVENT: COLLISION WIlli OTHEH HXEO OBJECT LOCATIOIl FIRST EVENT: OFF ROADWAV ACCIDENT CLASS: INJURV AND P.D.
AFfIC COllTROL: tlO PASSIHG ZONE LIGHT CONDITION: DARK-RD lIG1ITEO WEATHER: SNOW
AD CHARACTER: CURVE AllO LEVEL MANNER OF COLliSION: OHlER TVPE OF ROAD SYSTEM: STATE
D./BIKER LOCATION: tlU PED. INVOLVEMENT PED.lDIKER ACTION: 1I0T AVAILABLE (NO PEDESTRIAN ItIVOLVEMENTl
FEREIICE MARKER: 025-070416')0
GISTRATION TVPE: 16 PASSEIIGER OR SUBURBAN BODV TVPE: 14 2 DOOR SEDAN BUS/TRUCK CODES: NO
1I00L BUS: NO VEHICLE VEAR: ')', VEHICLE MAKE: FORD VEHICLE ID NUMBER: 1FAlP4042RF234191
I GIlT /PASSENGERS: 0030~0 APPAREtlT FACTOR 1: PAVEMEtlT SlIPPERV
PARENT FACTOR 2: tllA PRE-ACClIJENT ACTION: GOING STRAIGHT AHEAD
X ~..: M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
nNT OF DAMAGE: UIIAVAlLDlE UIRECIION OF TRAVEL: WEST NUMBER OF OCCUPANTS: B1
IVER-STATE-CODE: tlEW YORK IIAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL ltIDICATED
AGE llllll: 17
.
llll INJURV VEltlClE OCCUPIED: 01 AGE: 17 SEX: MALE
SITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
PE OF PIIVSICAL COMPLArtH: IliA VICTU1 STATUS: C INJURV
SAFE TV EQUIPMENT USED: LAP BELTSHARNESS
LOCATION OF PIWSICAL COMPLAINT: N/A
lAKEN TO: TAKEN BV:
.
9(,-1996 7-lrl9
CATION CODE: 025- 0704 1747
SE NUMBER: 6-283371 ACCIDENT DATE, 04/11/96
utITY/MUNI: SUFFOLK COUNTY, TOWN 01 SOUlIlOLD
I/ST EVENT, COLLISION WIlli SIGN POST
.\rFIC COIITROl: 110 I'ASSIIlG ZUNE
1\0 CHARACTER: SIRAIGIU AND lEVEL
U./BIKER LOCATION, N/A
rE~EHCE MARKE~: 025-07041747
POLICE AGENCY, 05159 SOUTIIOLD TOWN POLICE DEPARTMENT
rIME: 06: PRECINCT,
LOCATION FIRST EVENT, OFF ROADWAY ACCIDENT CLASS: INJURY
LIGIIT CONDITION, DAWN WEAl HER: CLOUDY
MANNER OF COLLISION: OlllER TYPE OF ROAD SYSTEM: STATE
PED./BIKER ACTION: N/A
~ISTRATION TYPE:
1I00L BUS: NO
1611T /I'ASSENGERS:
"AI/HIT FACrOR 2: ilIA
X",: M SECOND EVENT,
fEIU OF DAMAGE: UIIAVAIlDLE
IVER-SIAfE-CODE: VIRGINIA
NO REGISTRATION TYPE
VEIIICLE Y[A~: VEHICLE MAKE:
APPARENT FACTOR I: FELL ASLEEP
PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD
NOll-COLLISION - OVERTURNED AREA OF IMPACT: NOT AVAILABLE
DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 01
IIAZARDOUS MATERIAL: NO HAZARDOUS MAtERIAL IIIUICATED
BODY TYPE: 13 4 DOOR SEDAN
VEHICLE ID NUMBER:
DUS/TRUCK CODES: NO
AGE lUll!: 84
.
u IIlJURY VEIIICLE OCCUPIED: 01 AGE, 8ft SEX: MALE
5111011 IN VEHICLE: DRIVER EJECTION FROM VEIIICLE: NOT EJECTED
1'[ OF PIIYSICAL COMPLAIIIT: CDMPLAIIH OF PAIIl VICTIM STATUS, CONSCIOUS
SAFETY EQUIPMENT USED: LAP 8ELT&HARNESS
LOCATION OF PHYSICAL COMPLAINT: CHEST
TAKEN TO: TAKEN BY: 9997
.
194-1996 7- .L9
~ATION CODE: 025- 0704 1704
.SE NUHBER: 6-288007 ACCIDENT DATE: 04/14/96 POLICE AGENCY: 05159 SOUTHOlO TOWN POLICE OEPARTHENT
,UNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTtIOlD 11 HE : 01: PRECINCT:
RST EVENT: COlL W lIG1IT SUPI'ORT/UTIlITY POLE lOCATION FIRST EVENT: OFF ROADWAY ACCIDENT CLASS: INJURY
'AFFIC COIITROL: tID PAS~ING ZOtlt: lIGtlT CONDITION: OARK-RO lIG1ITEIl WEATlIER: CLOUDY
lAD CHARACTER: SIRAIGIIl AtlD LfVEl HANNER OF COLlI~ION: OntER TYPE OF ROAD SYSTEM: STATE
D./BIKER lOCATION: NO pro. INVOLVEHENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOlVEHENT)
FERENCE HARKER, 025-07041704
GISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 63 PICK UP TRUCK BUS/TRUCK CODES: NO
tlOOl bUS: NO VUIIClE YEAR: 110 VEllIClE HAKE: tHTSU VEHICLE 10 NUHBER, JA7FH54E9JP029312
!GHT /f'ASSENGERS: 0037',0 A"I'ARENT FACTOR I: FEll, ASlEEl'
"AREN! FACIOR ~: tlOl-ElITEREIl - H/A PRE-ACCIIlENT ACTION: GOING STRAIGIIT AHEAD
X.,.: F SECOND EVENI: NON-COLLISION - OVERTURNED AREA OF IMPACT: NOT AVAILABLE
TENT OF IlAHAGE: UNAVAILDLE DIRECTION OF lRAVEL: EAST NUMBER OF OCCUPANTS: 01
IVER-SIAn,-COIlE: tlEW YOIIK HAZAROOUS MATERIAL: NO IIAZAROOUS MATERIAL ItIOICATED
AGE "".: 28
.
U INJURY VEHICLE OCCUPIED: 01
SITION IN VENIClE: DRIVER EJICTION
PE OF PIWSICAl COHPLAIN!: MINOR BLEEDING
AGE: 20
FROM VEHICLE: NOT
VICTlM STATUS:
SEX: FEMALE
EJECTED
CONSCIOUS
SAFETY EQUIPHENT USED: lAP BElT&HARNESS
LOCATION OF P'IYSICAL COMPLAINT: ELBOW TO HAND
TAKEN TO: TAKEN BY:
.
994-1996 i 1129
UCATIO~ COOE: 025- 0704 1726 67
ASE NUMOER: 6-296285 ACCIDENT DATE: 04/21/96 POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
iJllllTY/MUll!: SUFH1LK COUNTY. 10W~ Of SOllltlOLD 11MI': 12: PRECIUCT:
I kST EVENl: COLI. I S I OU W IfH OIliER 110TOR VEIl! CLE LOCAT ION FI RST EVEIIT: ON ROADWAY ACCIUENl CLASS: I NJURY AND P. D.
IIAFFIC COIITRUL: UD I'ASSIUG ZOIlE L1GIIT CONDITION: UAYLlGlIf WEAIIIER: CLEAR
UAU CIIARACTH: CUIIVE AlIII LEVH MAUNER OF COLLISION: UNKNOWN TYPE OF ROAD SYSTEM: SlATE
EO./OlKEk LUCATIOIl: Ull PED. IIlVOlVEMEUT PED./DIKER ACTIOIl: UOT AVAIlADlE (NO PEDESTRIAU IIlVOLVEMEUT)
EFEREUCE MARKER: 025-117114172667
EGISTRATION TYP[: UO REGISTRATIOU TYPE DODY TYPE: 13 4 DOOR SEIlAtI
CIIUOl II11S: NU VElIlClE YEAlI: VEllIClE MAKE: VE'IIClE 10 UUMDER:
ElGIIT/I'ASSENGERS: AI'I'AREUT FACTOR I: N/A
I'I'AREIH FACIOR 2: llOT-EllfERED - U/A PRE-ACCIDENT ACTION: GOING STRAIGIIT AHEAI)
,:X "': I' SECIIUO EVI.IH: NUI-EIITERED - U/A AREA III' 1I11'ACT: tlOT AVAIlADlE
~IElII OF DAMAGE: UUAVAILBlE 1l1RECTION Of TRAVEL: EAST NUMBER OF OCCUPANIS: 02
RIVEII-SIAII-COUE: ~1ASS^CIIUSETTS IIAZARDOUS MAIERIAl: NO IIAZARDOUS NAI ER I Al IIWICAlEO
EG[STRATION TVPE: 16 PASSENGER OR SUDURDAU BODV IYPE: 12 SUOURBAN BUS/TRUCK CODES: NO
CIIOOl BUS, NO VEIIIClE VEAR, 114 VEIUCLE MAKE, SUBAR VEIIIClE IU NUMDER, JF2AM52D3ED409230
EJGIIl/l'ASSElIGERS, 002365 APPAllEllT FACTOR I: DRIVER IIIA1TENTION
I'I'A"EUI FACIOII 2: fAILURE 10 YIFtll IWW PtIE-ACCIIlEtlT ACTION: GOING STRA[GIIT AIIEAD AGE H*: 50
eX .H, I' SEUIIIII EVUH, UIJI-I:IlIIREU - N/A AREA UI- IMI'ACr: 1101 AVAILABLE
~TENI OF DAMAGE: UUAVA1LOlE 1J1RECrlON Of TRAVEL: SOUTH NUMBER or OCCUPAUTS: 05
iIlVFR-Sl AI E - COOL: UEW YUI<K IIAlARIlOUS MA IERIAl, tlO HAZARDOUS NAI FR IAl IIID [CA nu
.. IUJURY V1IIICLE OCCUI'IEO: 01
OS If [ON IN VEIIICLE: R IGIIT FROtH EJECTI ON
(I'I III' PIIYSICAI. CUt1PlAIIH: COMPlAIU[ OF PAIII
AGE: 07
FROM VEIIIClE: NOT
VICIIM STATUS,
U ItlJURY VElIlClE
OSIlIOII IN VEIIICI E: ORIVLlI
(I'E 01' PltYS1CAl COMPlAIIII: II/II
OCCUPIEU: 01 AGE: 27
EJECTIOII FRON VEIIICI.E: NOT
VICIlM SIATUS:
U IIlJURY VElIlCI.E OCCUPIEIl: 02
OSIlIOII IN VEltlCI.E: IlRIVUI EJI.C.TIOII
(I'E UF PII'(SICIIl CUMI'lAIUI: COMPI.AItH OF PAIU
U IIlJURV Vl.IllClE OCCUPII'U: 02
JSITIOII Itl VEIIICI.E: Rllilll ItlOtH EJECTION
11'1 UF PIIYSICAl COMPLA1UI: CUl1t'LAIIlT OF PAIN
U INJURV VEHICLE OCCUPIED: 02
OSIIION IN VrllICI.E, MIDDLE OACK EJECTION
(PI' UF PItVSICAl CUNPlAlIlT: FRACTUIIE-DISlCHl
U INJURY VEItICLE OCCUPIED, 02
OSITIOU III VEItICLE: RllilH BACK EJECTION
iPE OF PItYSICAI. Cot1PI.AIIH: FRACTUIIE-OISlCTII
U INJUIIY VEIIICl.E OCCUPIED: 02
OSTTIOII III VntlCI.E: LHT OACK EJECTlOII
VI'I or l'ItYSICAL COMI'lAltlT: CUMPLAltlT OF I'll III
AGE: 50
FROM VElIIClE: NOT
VIClHI S[IITUS:
AGI': 17
FROM VEIIICl.E, 1I0T
VICllN SIATUS:
AGE: If.
FROM VEIIICLE: 1I0r
VICIIM STATUS:
AGE: 51
FROM VEIIIClE: NOT
VICIIl1 SlATUS:
AGE: 51
FRIIM VEIIIClE: 1I0T
VICTHI SIATUS:
SEX: FEMAI.E
EJEClEO
COIISC IOUS
SEX: FH1ALE
EJECIFU
B IIl.1UllY
SEX, r EMAlE
EJIOCfEO
CONSC IlIllS
SEX, ~1Al E
EJECTEO
COIISCIOUS
SEX: MALE
EJECTEO
CUIISCIOUS
SEX: FEMALE
EJECTEIl
CONSCIOUS
SEX: FEMALE
EJEClEII
CONSCIOUS
BUS/TRUCK CODES: NO
AGE ***: 2"
.
SAFE TV EQUIPMENl USED: CIIIlD RESTRAINT
lOCAlIOII OF PIIYSICAL COMPLAINT: ABDOMEN-PELVIS
TAKEN TO: TAKEN BY, 9997
SAFETV EQU I PMENT USED: LAP DEl T&HARNESS
lOCATIOII OF PIIYSICAL COMPLAINT, N/A
TAKEN 10: TAKEN DY,
SAFETV EQUIPMENT USED: LAP DELT&ItARNESS
lOCATIIIII OF PIIYSICAl COMPLAINT: NECK .
TAKEII TO: TAKEN DY: 999
SAFEIV EQUIPMENT USED, lAP BEI.T&IIARNESS
1.0CAlIOU OF PIIYSICAL COMPLAINT: CHEST
I AKEII IO: TAKEN BY: 9997
SAFElY EQUIPMENT USED, NONE
lOCAlIOII OF PIIYSICAl COMPLAINT: SHLDR-UPPER
IAKEII TO: TAKEN DY: 9997
ARI
SAFElY EQUIPMENT USED: NONE
LOCATIOII OF PHVSICAL COMPLAINT: CHEST
TAKEII TO: TAKEN DY,
SAFETY EQUIPMENT USED: IIONE
lOCA TI 011 OF PIIVSICAL COMPLAINT, CIIESl
lAKEII 10, TAKEN BY:
9997
9997
')94-1')')6 ,-029
OCATION CODE: 025- 0704 1693
A$E NUMBER: 6-383681 ACCIOENT DATE: 06/08/96 POLICE AGENCY: 05159 SOUTIIOLO TOWN POLICE DEPARTMENT
OUNTY/MlltlI: SUFfOLK COUNTY, TOWN OF SOUTlIOlD TIME: 12: PRECINCT:
IRST EvENT: COLLISION WITII ANIMAL LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: PROPERTY DAMAGE
IIAFflC CUllTROL: tlONE LIGlIT CONDITI ON: DARK -~D NOT LIT WEA 1IIER: CLEAR
OAD CHARIICTER: CUI(VE ArlO LEVEL MANNER OF COLLISION: OlllER TYPE OF ROAO SYSTEM: STATE
fD./BIKEI( LOCATION: NO PED. INVOLVEMENT PED./BIKER IICTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
i:J'ERUICE 11AI(KlIl: 025- 070'01693
CGISTRATICN TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 14 2 DOOR SEDAN BUS/TRUCK COOl'S: NO
.CHOOl BUS: NO VEII1CLE YEAR: 94 VEIHCLE MAKE: fORD VEltICLE 10 NUMBER: IfALP4042Rf234191
'fWHTII'ASSENGERS: 003050 APPAREtlT FACTOR I: IINIMAl'S IICTlON
.f'I'IIRE/II FIIC1UR 2: NOT-ENTERED - N/II PRE-ACCIOEllI ACTION: GOING STRAIGHT AIIEAD
fX ***: M SECOND EVEN1: NOT-ENTERED - N/A AREA Of IMPACT: NOT AVAILABLE
HElll III' 0Ilt1AGE: UIIIIVIIILBLE 01 ~EC f I 011 OF TRAVEl: EAST NUMnER OF OCCUPANTS: 0 I
H1VlR-STII1E-CODE: NEW YORK HIIZAROOUS MATERIlIl: NO IIAZARDOUS MllfERIAl INDICATED
AGE Ull: 18
.
** OCCUPANT VEHICLE OCCUPIED: 01 AGE: 18 SEX: MALE
OSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTEO
SAFETY EQUIPMENT USED: AIRBAG/LAPB/HARNE
.
LOCATION CODE, 025- 0704 1674
CASE NUMBER, 6-434108 ACCIDENT DATE, 07/05/96 POLICE AGENCY, 05155 RIVERHEAD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY. TOWN OF SOUTHOLD TIME. 16, PRECltlCT,
FIRST EVENT, COLLISION WITH PEDESTRIAN LOCATION FIRST EVENT. ON ROADWAY ACCIDENT CLASS. INJURY AND P.O.
TRAFFIC CONTROL. NONE LIGHT CONDITION, DAYLIGHT WEATHER, CLEAR
ROAD CIIARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION. OTHER TYPE OF ROAD SYSTEM, STATE
PED./BIKER LOCATION: NOT AT INTERSECTION PED./BIKER ACTION. CROSSING - NO SIGNAL OR CROSSWALK
REFERENCE MARKER: 025-07041674
REGISTRATION TYPE. 76 COMMERCIAL BODY TYPE. 63 PICK UP TRUCK BUS/TRUCK CODES: HI
SCHOOL. BUS, NO VEHICLE YEAR. 92 VEHICLE MAKE, FORD VEIUCLE 10 NUMBER, lFTDFl5Y2NNA84773
WEIGHT/PASSENGERS: 005450 APPARENT FACTOR I. N/A
APPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD
SEX AAA: M SECOND EVENT. NOT-ENTERED - N/A AREA OF IMPACT. NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL. EAST NUMBER OF OCCUPANTS, 01
DRIVER-STATE-CODE. NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
REGISTRATION TYPE. NO REGISTRATION TYPE BODY TYPE: 36 PEDESTRIAN
SCHOOL BUS. NO VEHICLE YEAR. VEHICLE MAKE. VEHICLE 10 NUMBER,
JEIGHTlPASSEIIGERS. APPARENT FACTOR I. PED 'S/BIKE' S ERROR/CONFUSION
~PPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION. N/A
SEX AAA: M SECOND EVENT. NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL. N/A NUMBER OF OCCUPANTS:
DRIVER-STATE-CODE. NEW YORK HAZARDOUS MATERIAL. NO HAZARDOUS MATERIAL INDICATED
AGE lllUI. 38
BUS/TRUCK COD~ N
AGE llllll: 40
AA OCCUPANT VEHICLE OCCUPIED, 01
SAFETY EQUIPMENT USED. lAP BELT&HARNESS
llA INJURY VEHICLE OCCUPIED. 02P
SAFETY EQUIPMENT USED. N/A
LOCATION OF PHYSICAL COMPLAINT, KNEE TO FOOT
HCTIM STATUS. CONSCIOUS TAKEN TO.
AGE. 36 SEX: MALE
POSITION IN VEHICLE I DRIVER EJECTION FROM VEHICLE, NOT EJECT I
AGE: 40 SEX, MALE
POSITION IN VEHICLE. N/A EJECTION FROM VEHICLE, N/A
TYPE OF PHYSICAL COMPLAINT, FRACTURE-DISLCTN
TAKEN BY. 9997
.
ICATlON CODE, 025- 0704 1675 41
ISE NUMBER, 6-528957 ACCIDENT DATE, 08/31/96 POLICE AGENCV. 05159 SOUTHOLD TOWII POLICE DEPARTMENT
IUNTV/MUNI. SUFFOLK COUNTY. TOWN OF SOUTHOLD TIME. 08. PRECINCT,
RST EVENT. COLL W L1GtIT SUPPORT/UTILITV POLE LOCATION FIRST EVENT, Otl ROADWAV ACCIDENT CLASS I INJURV
!AFFIC CONTROL, NONE LIGHT CONDITION. DAVLlGtlT WEATHER, CLEAR
lAD CHARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION, OTHER TVPE OF ROAD SYSTEM, STATE
:D./BIKER LOCATION: NO PED. INVOLVEMENT PED./BIKER ACTION, NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
:FERENCE MARKER. 025-0704167541
BODV TVPE, 14 2 DOOR SEDAN
VEHICLE ID NUMBER:
BUS/TRUCK CODES, NO
:GISTRATION TVPE,
:HOOL BUS. NO
'IGIIT /PASSENGERS.
'PARENT FACTOR 2. N/A
:X llU. M SECOND EVEtn,
:TENT OF DAMAGE. UNAVAILBLE
:IVER-STATE-CODE. NEW YORK
NO REGISTRATION TVPE
VEHICLE VEAR, VEHICLE MAKE.
APPARENT FACTOR I, FELL ASLEEP
PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD
COLLISION WITH OTHER MOTOR VEHICLE AREA OF IMPACT: NOT AVAILABLE
DIRECTION OF TRAVEL. EAST NUMBER OF OCCUPANTS: 01
t1AZARDOUS MATERIAL: NO t1AZARDOUS MATERIAL INDICATED
AGE 1I1111. 23
BUS/TRUCK CODES"'O
IJ4GZ56SXRC141669
:GISrRATION TVPE, 16 PASSENGER OR SUBURBAN BODV TVPE. 11 SEDAN
:t100L BUS, NO VEHICLE VEAR. 94 VEllICLE MAKE, JEEP VEtllCLE 10 NUMUER:
:IGHT/PASSENGERS, 003552 APPARENT FACTOR I, N/A
'PARENT FACTOR 2, N/A PRE-ACCIDENT ACTION, GOING STRAIGIIT AHEAD
:X llllll, F SECOND EVENT, NOT-ENTERED - N/A AREA OF IMPACT, 1I0T AVAILABLE
:TENT OF DAMAGE, UNAVAILBLE DIRECTION OF TRAVEL, WEST NUMBER OF OCCUPANTS: 01
'IVER-STATE-CODE, NEW YORK HAZARDOUS MATERIAL: NO t1AZARDOUS MATERIAL ItWICATED
III1 INJURV VEHICLE OCCUPIED. 01
,FETV EQUIPMENT USED, LAP BELT&HARNESS
'CATION OF PtlVSICAL COMPLAINT, FACE
CTiM STATUS, CONSCIOUS TAKEN TO,
1I11 INJURV VEHICLE OCCUPIED. 02
,FETV EQUIPMENT USED, AIRB DPLOVD/LAPB/HARNSS
'CATION OF PHVSICAL COMPLAINT: KNEE TO FOOT
CTIM STATUS, CONSCIOUS TAKEN TO,
AGE llllll, 27
AGE, 23 SEX. MALE
POSITION IN VEHICLE. DRIVER EJECTION FROM VEHICLE, NOT EJECTED
TVPE OF PHVSICAL COMPLAINT, MIIIOR BLEEDING
TAKEN BV, 9997
AGE, 27 SEX, FEMALE
POSITION IN VEHICLE, DRIVER EJECTION FROM VEHICLE, NOT EJECTED
TVPE OF PtlVSICAL COMPLAINT. COMPLAINT OF PAIN
TAKEN BV, 9997
.
.OCATION COOE, 025- 0704 1683
;ASE NUMBER, 6-609642 ACCIDENT DATE. 10/16/96 POLICE AGENCY. 05159 SOUTHOlD TOWN POLICE DEPARTMENT
;OUNTY/MUNI. SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME, IS. PRECINCT,
'IRST EVENT, COLLISION WITH BICYCLIST LOCATION FIRST EVENT, ON ROADWAY ACCIDENT CLASS, INJURY
'RAFFIC CONTROL. NO PASSING Z0I4E LIGHT CONDITION. DAYLIGHT WEATHER, CLEAR
lOAD CIIARACTER. STRAIGltT AUD lEVEL MANNER OF COLLISION. OTlIER TYPE OF ROAD SYSTEM, STATE
'ED./BIKER LOCATION. NOT AT INTERSECTION PED./BIKER ACTION. WALKING/RIDING ALONG HIGHWAY WITH TRAFFIC
rEFERENCE MARKER. 025-07041683
rEGISTRATION TYPE. 76 COMMERCIAL
,CHOOL .BUS. NO VEHICLE YEAR. 94
lEIGHT/PASSENGERS. 004934 APPARENT
IPPARENT FACTOR 2, N/A
;EX ..ll. M SECOND EVENT,
,XTENT OF DAMAGE. UNAVAILBLE
IRIVER-STATE-CODE. NEW YORK
BODY TYPE. 68 VAN TRUCK BUS/TRUCK CODES, NO
VEHICLE MAKE. DODGE VEHICLE 10 NUMBER, 2B7HB21Y4RK537026
FACTOR 1, N/A
PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD
NOT-ENTERED - N/A AREA Of IMPACT, NOT AVAILABLE
DIRECTION OF TRAVEL. WEST NUMBER OF OCCUPANTS, 01
HAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
AGE llU. 59
rEGISTRATION TYPE,
;CHOOl BUS. NO
lEIGHT/PASSENGERS.
,PPARENT FACTOR 2, N/A
;EX llU. F SECOND EVENT.
:XTENT OF DAMAGE. UNAVAILBLE
'RIVER-STATE-CODE, NEW YORK
NO REGISTRATION TYPE
VEHICLE YEAR. VEHICLE MAKE.
APPARENT FACTOR I. FAILURE TO YIELD ROW
PRE-ACCIDENT ACTION, MAKING lEFT TURN
NOT-ENTERED - N/A AREA OF IMPACT, NOT AVAILABLE
DIRECTION OF TRAVEL. WEST NUMBER OF OCCUPANTS,
HAZARDDUS MATERIAL. NO HAZARDOUS MATERIAL INDICATED
BODY TYPE. 35 BICYCLE
VEHICLE ID NUMBER.
BUS/TRUCK COD~ N(
AGE llllll, 65
llll OCCUPANT VEHICLE OCCUPIED, 01 AGE. 59 SEX, MALE
.AFETY EQUIPMENT USED. LAP BELT&HARNESS POSITION IN VEHICLE. DRIVER EJECTI ON FROM VEHICLE. NOT EJECTE
llll INJURY VEHICLE DCCUPIED. 02B AGE. 65 SEX. FEMALE
;AFETY EQUIPMENT USED. N/A POSITION IN VEHICLE. N/A EJECTION FROM VEHICLE. N/A
OCATION OF PHYSICAL COMPLAIIlT. HEAD TYPE OF PHYSICAL COMPLAINT. CONCUSSION
'ICTIM STATUS. SHOCK TAKEN TO, TAKEN BY, 9997
.
LOCATION CODE, 025- 0704 1716
CASE NUMBER. 7-647442 ACCIDENT DATE, 11/15/97 POLICE AGENCY, 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME. 09, PRECINCT,
FIRST EVENT. COLLISION WITH OTHER MOTOR VEIIICLE LOCATION FIRST EVENT, ON ROADWAY ACCIDENT CLASS, PROPERTY DAMAGE
TRAFFIC CONTROL, NONE LIGllT CONDITION. DAYLIGHT WEATHER, CLOUDY
ROAD CHARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION. INTERSECTION TYPE OF ROAD SYSTEM. STATE
PEDo/BIKER LOCATION, NO PEDo INVOLVEMENT PEDo/BIKER ACTION, NDT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER, 025-07041716
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE. 12 SUBURBAN BUS/TRUCK CODES, NO
SCHOOL BUS. NO VEHICLE YEAR, 82 VEHICLE MAKE. OLDSM VEHICLE ID NUMBER, IG3AP35Y9CX121928
WEIGHT/PASSENGERS. 003984 APPARENT FACTOR I. DRIVER INATTENTION
APPARENT FACTOR 2: BACKING UNSAFELY PRE-ACCIDENT ACTION, BACKING AGE ..., 35
SEX ...: M SECOND EVENT, NOT-ENTERED - N/A AREA OF IMPACT, NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: SOUTHEAST NUMBER OF OCCUPANTS, 01
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE: 12 SUBURBAN BUS/TRUCK CODES~
SCHOOL BUS, NO VEllICLE YEAR, 93 VEHICLE MAKE, DODGE VEllICLE 10 NUMBER: 2B4GH25K3PR291877
WEIGHT/PASSENGERS, 003129 APPARENT FACTOR 1: N/A
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ..., 83
SEX ..., M SECOND EVENT. NOT-ENTERED - N/A AREA OF IMPACT, NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL, WEST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE: NEW YORK IIAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
.. OCCUPANT VEIIICLE OCCUPIED, 01
SAFETY EQUIPMENT USED, LAP BELT&HARNESS
.. OCCUPANT VEHICLE OCCUPIED, 02
SAFETY EQUIPMENT USED, AIRB DPLOYD/LAPB/HARNSS
AGE, 35 SEX, MALE
POSITION IN VEIIICLE, DRIVER
AGE, 83 SEX, MALE
POSITION IN VEHICLE, DRIVER
EJECTION FROM VEHICLE: NOT EJECTEO
EJECTION FROM VEHICLE: NOT EJECTEO
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LOCATION CODE. 025- 0704 1714 65
CASE NUMBER. 7-644642 ACCIDENT DATE: 11/14/97 POLICE AGENCY. 00000 NOT INVESTIGATED BY POLICE
COUNTY/MUNI, SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 11: PRECINCT.
FIRST EVENT. COLL W LIGHT SUPPORT/UTILITY POLE LOCATION FIRST EVENT. NOT ENTERED ACCIDENT CLASS: PROPERTY DAMAGE
TRAFFIC CONTROL. NONE LIGlIT CONDITION: NOT AVAILABLE WEATHER: SNOW
ROAD CHARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION. OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PED./BIKER ACTION. NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-0704171465
REGISTRATION TYPE. 76 COMMERCIAL BODY TYPE. 63 PICK UP TRUCK BUS/TRUCK CODES: NO
SCHOOL BUS. NO VEHICLE YEAR. 94 VEIIICLE MAKE: FORD VEHICLE 10 NUMBER. IFTDF15YXRLB42467
WEIGHT/PASSENGERS. 005000 APPARENT FACTOR I. NOT-ENTERED - N/A
APPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD
SEX .... M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE. NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
AGE ."": 32
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LOCATION CODE: 025- 0704 1718
CASE NUHBER: 7-617223 ACCIDENT DATE, 10/31/97
COUNTY/HUNI: SUFFOLK COUNTY, TOWN OF SOUTIIOLD
FIRST EVENT: COLLISION WITH ANIMAL
TRAFFIC CONTROL: NONE
ROAD CHARACTER: STRAIGHT AND LEVEL
PED./BIKER LOCATION, NO PED. INVOLVEMENT
REFERENCE MARKER: 025-07041718
POLICE AGENCY, 05159 SOUTIIOlO TOWN POLICE OEPARTMENT
. TIME: 22: PRECINCT:
LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS, INJURY
LIGHT CONDITION: DARK-RD LIGHTED WEATIIER, RAIN
MANNER Of COLLISION: OTHER TYPE OF ROAD SYSTEM, STATE
. PED./BIKER ACTION: NOT AVAILABLE <NO PEDESTRIAN INVOLVEMENT)
REGISTRATION TYPE: NO REGISTRATION TYPE
SCHOOL BUS: NO VEHICLE YEAR: VEHICLE MAKE:
WEIGHT/PASSENGERS. APPARENT FACTOR 1: ANIMAL'S ACTION
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD
SEX llllll: .M SECOND EVENT, NOT-ENTERED - N/A AREA OF IMPACT, NOT AVAILABLE
EXTENT O~ DAMAGE. UNAVAIlBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS, 01
ORIVER-STATE-CODE: NEW YORK HAZAROOUS MATERIAL, NO HAZARDOUS MATERIAL INOICATEO
BOOY TYPE: 13 4 DOOR SEDAN
VEHICLE ID NUMBER,
BUS/TRUCK CODES, NO
AGE 1111", 28
1111 INJURY VEHICLE OCCUPIED, 01
SAFETY EQUIPMENT USED, AIRBAG DEPlOYED/LAPB
LOCATION OF PHYSICAL COMPLAINT: ELBOW TO HAND
VICTIM STATUS: CONSCIOUS TAKEN TO,
AGE: 28 SEX: MALE
POSITION IN VEHICLE: DRIVER
TYPE OF PHYSICAL COMPLAINT,
TAKEN BY. 9998
.
EJECTION FROM VEHICLE, NOT EJECTEl
ABRASION
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LOCATION CODE. 025- 0704 1681
CASE NUMBER: 7-389483 ACCIDENT DATE: 06/21/97 POLICE AGENCY: 05159 SOUTHOLO TOWN POLICE DEPARTMENT
CDUNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 08: PRECINCT:
FIRST EVENT. COLL W LIGHT SUPPORT/UTILITY POLE LOCATION FIRST EVENT. OFF ROADWAY ACCIDENT CLASS: INJURY
TRAFFIC CONTROL: NONE LIGHT CONDITION: DAYLIGHT WEATHER: CLEAR
ROAD CHARACTER: STRAIGHT AND LEVEL MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATIDN. NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-07041681
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 12 SUBURBAN BUS/TRUCK CODES: NO
SCHOOL BUS: NO VEHICLE YEAR: 85 VEHICLE MAKE: JEEP VEHICLE ID NUMBER: IJCWC784XFT141987
WEIGHT/PASSENGERS: 003052 APPARENT FACTOR 1: FELL ASLEEP
APPARENT FACTOR 2: NOT-ENTERED - NIA PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ...: 44
SEX ...: M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
.ll INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: LAP BEL T&HARNESS
LOCATION OF PHYSICAL COMPLAINT: HEAD
VICTIM STATUS: CONSCIOUS TAKEN TO:
llll ARREST VEHICLE OCCUPIED: 01
ll. ARREST VEHICLE OCCUPIED: 01
llll ARREST VEIHCLE OCCUPIED: 01
llll ARREST VEHICLE OCCUPIED, 01
AGE: 44 SEX. MALE
POSITION IN VEHICLE: DRIVER
TYPE OF PHYSICAL COMPLAINT:
TAKEN BY: 9997
VIOLATION CHARGED: 0509-1
VIOLATION CHARGED: o511-1A
VIOLATION CHARGED: 0511-35
VIOLATION CHARGED: 0319-1
.
EJECTION FROM VEHICLE. NOT EJECTED
SEVERE BLEEDING
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LOCATION CODE. 025- 0704 1689
CASE NUMBER. 7-485404 ACCIDENT DATE, 08/16/97 POLICE AGENCY, 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY, TOWN OF SOUTlIOLD TIME, 15, PRECINCT,
FIRST EVENT. COLL W LIGHT SUPPORT/UTILITY POLE LOCATION FIRST EVENT, OFF ROADWAY ACCIDENT CLASS: INJURY
TRAFFIC CONTROL. NONE LIGHT CONDITION. DAYLIGHT WEATHER, CLEAR
ROAD CHARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION, OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER. 025-07041689
REGISTRATION TYPE: 76 COMMERCIAL
SCHOOL BUS. NO VEHICLE YEAR. 87
WEIGHT/PASSENGERS. 003055 APPARENT
APPARENT FACTOR 2: NOT-ENTERED - N/A
SEX .... M SECOND EVENT. NOT-ENTERED - N/A
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL. WEST
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL, NO
BODY TYPE, 63 PICK UP TRUCK BUS/TRUCK CODES, NO
VEHICLE MAKE, DODGE VEHICLE ID NUMBER, JB7FL24D5HP034271
FACTOR I. DRIVER INATTENTION
PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD
AREA OF IMPACT, NOT AVAILABLE
NUMBER OF OCCUPANTS, 01
HAZARDOUS MATERIAL INDICATED
AGE ..., 28
.. INJURY VEHICLE OCCUPIED, 01
SAFETY EQUIPMENT USED. NONE
LOCATION OF PHYSICAL COMPLAINT, HEAD
VICTIM STATUS: CONSCIOUS TAKEN TO:
AGE. 26 SEX. MALE
POSITION IN VEHICLE. DRIVER
TYPE OF PHYSICAL COMPLAINT, MINOR
TAKEN BY, 9997
EJECTION FROM VEltlCLE, NOT EJAO
BLEEOING
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LOCATION CODE. 025- 0704 1744
CASE NUMBER. 7-118424 ACCIDENT DATE: 01/11/97 POLICE AGENCY. 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK CDUNTY, TOWN OF SOUTHOLD TIME: 09. . PRECINCT:
FIRST EVENT. COL W EARTH EMBKMNT/ROCK CUT/OITCH LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: INJURY
TRAFFIC CONTROL. NDNE LIG/n CONDITION: DAYLIGHT WEATHER: SNOW
ROAD CHARACTER. CURVE AND LEVEL MANNER OF CDLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LDCATION. N/A PED./BIKER ACTION: N/A
REFERENCE MARKER: 025-07041744
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE: 12 SUBURBAN BUS/TRUCK CODES: NO
SCHODL BUS: NO VEHICLE YEAR: 92 VEHICLE MAKE: CHEVR VEHICLE ID NUMBER: IGNDT13W7N2216932
WEIGHT/PASSENGERS. 003837 APPARENT FACTOR 1: PAVEMENT SLIPPERY
APPARENT FACTOR 2. N/A PRE-ACCIOENT ACTION: GOING STRAIGHT AHEAD AGE ...: 47
SEX .... M SECOND EVENT: COLL W LIGHT SUPPORT/UTILITY PDLE AREA OF IMPACT: NDT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTIDN OF TRAVEL: EAST NUMBER OF OCCUPANTS: 03
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
.. OCCUPANT VEHICLE OCCUPIED: 01 AGE. 47 SEX: MALE .
SAFETY EQUIPMENT USED: LAP BEL T&HARNESS POSITION IN VEHICLE: DRIVER EJECTI ON FROM VEllICLE: NOT EJEcTEO
.ll OCCUPANT VEHICLE OCCUPIED: 01 AGE: 41 SEX. FEMALE
SAFETY EQUIPMENT USED: LAP BEL T&HARNESS POSITION IN VEHICLE. RIGHT FRONT EJECTION FROM VEHICLE: NOT EJECTED
.. INJURY VEHICLE OCCUPIED. 01 AGE: 70 SEX: MALE
SAFETY EQUIPMENT USED: LAP BEL T&HARNESS POSITION IN VEHICLE: LEFT BACK EJECTION FROM VEHICLE: NOT EJECTED
LOCATION OF PHYSICAL COMPLAINT: FACE TYPE OF PHYSICAL COMPLAINT: MINOR BLEEDING
VICTIM STATUS: CONSCIOUS TAKEN TO: TAKEN BY:
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LOCATION CODE, 025- 0704 1691
CASE NUMBER, 7-288477 ACCIDENT DATE, 04/24/97 POLICE AGENCY, 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI, SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME, 17, PRECINCT,
FIRST EVENT. COLLISION WITH OTHER MOTOR VEHICLE LOCATION FIRST EVENT, ON ROADWAY ACCIDENT CLASS, PROPERTY DAMAGE
TRAFFIC CONTROL, NONE LIGHT CONDITION, DAYLIGHT WEATHER, CLOUDY
ROAD CHARACTER, STRAIGHT AND LEVEL MANNER OF COLLISION, OVERTAKING TYPE OF ROAD SYSTEM, STATE
PED./8IKER LOCATION. NO PED. INVOLVEMENT PED./BIKER ACTION, NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER. 025-07041691
REGISTRATION TYPE, 76 COMMERCIAL
SCHOOL BUS, NO VEHICLE YEAR, 86
WEIGHT/PASSENGERS. 004599 APPARENT
APPARENT FACTOR 2, NOT"ENTERED - N/A
SEX .... M SECOND EVENT, NOT-ENTERED - N/A
EXTENT OF DAMAGE, UNAVAILBLE DIRECTION OF TRAVEL, EAST
DRIVER-STATE-CODE, NEW YORK HAZARDOUS MATERIAL, NO HAZARDOUS
BODY TYPE,
VEHICLE MAKE, NISSA
FACTOR I, N/A
PRE-ACCIDENT ACTION, MAKING RIGHT TURN
AREA OF IMPACT, NOT AVAILABLE
NUMBER OF OCCUPANTS, 01
MATERIAL INDICATED
63 PICK UP TRUCK BUS/TRUCK CODES, NO
VEHICLE 10 NUMBER, IN6HDI6Y9GC426186
AGE ...: 46
REGISTRATION TYPE, 16 PASSENGER OR SUBUR8AN BODY TYPE, 13 4 DOOR SEDAN
SCHOOL BUS, NO VEHICLE YEAR, 87 VEHICLE MAKE, PONTI VEHICLE 10 NUMBER,
WEIGHT/PASSENGERS: 002994 APPARENT FACTOR I, DRIVER INATTENTION
APPARENT FACTOR 2, NOT-ENTERED - N/A PRE-ACCIDENT ACTION, OVERTAKING
SEX ..., M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT, NOT AVAILABLE
EXTENT OF DAMAGE, UNAVAILBLE DIRECTION OF TRAVEL, EAST NUMBER OF OCCUPANTS, 01
DRIVER-STATE-CODE, NEW YORK IIAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
BUS/TRUCK CODES,tIt
2G2AH51W6H9229480
AGE n., 46
.. OCCUPANT VEIIICLE OCCUPIED, 01
SAFETY EQUIPMENT USED, LAP BELT&IIARNESS
.. OCCUPANT VEHICLE OCCUPIED, 02
SAFETY EQUIPMENT USED, LAP BEL T&HARtIESS
AGE, 46 SEX, MALE
POSITION IN VEHICLE, DRIVER
AGE, 46 SEX, MALE
POSITION IN VEHICLE, DRIVER
EJECTION FROM VEHICLE, NOT EJECTED
EJECTION FROM VEHICLE, NOT EJECTED
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LOCATION l _. 025- 0704 1732
CASE NUMBER: 7-290109 ACCIDENT DATE: 04/25/97 POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI, SUFFOLK COUNTY. TOWN OF SOUTlIOLD TIME: 12: PRECINCT:
FIRST EVENT: COLLISION WITH OTIlER FIXED OBJECT LOCATION FIRST EVENT: OFF ROADWAY ACCIDENT CLASS: INJURY
TRAFFIC CONTROL: NO PASSING ZONE LIGIlT CONDITION: DAYLIGHT WEATHER: CLEAR
ROAD CIlARACTER. CURVE AND LEVEL MANNER OF COLLISION: OTIlER TYPE OF ROAO SYSTEM: STATE
PED./BIKER LOCATION: N/A PED./BIKER ACTION: N/A
REFERENCE MARKER, 025-07041732
REGISTRATION TYPE. NO REGISTRATION TYPE BODY TYPE: 12 SUBURBAN BUS/TRUCK CODES: NO
SCHOOL BUS, NO VEHICLE YEAR, VEHICLE MAKE: VEHICLE ID NUMBER:
WEIGHT/PASSENGERS, APPARENT FACTOR 1: ALCOHOL INVOLVEMENT
APPARENT FACTOR 2: UNSAFE SPEED PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD AGE .**: 37
SEX .*.: F SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS, 05
DRIVER-STATE-CODE: MASSACHUSETTS HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
-- INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: AIRB DPLOYD/lAPB/HARNSS
LOCATION OF PHYSICAL COMPLAINT: IlEAD
VICTIM STATUS. CONSCIOUS TAKEN TO:
AGE: 37 SEX: FEMALE
POSITION IN VEHICLE: DRIVER
TYPE OF PIlYSICAl COMPLAINT: COMPLAINT OF
TAKEN BY:
EJECTION FROM VEHICLE, NOT EJE~
PAIN
-- OCCUPANT VEHICLE OCCUPIED: 01 AGE, 10 SEX: MALE
SAFETY EQUIPMENT USED, lAP BElT&HARNESS POSITION IN VEHICLE: LEFT BACK EJECTION FROM VEHICLE: NOT EJECTED
-- OCCUPANT VEHICLE OCCUPIED: 01 AGE: 06 SEX: MALE
SAFETY EQUIPMENT USED: LAP BELT&IlARNESS POSITION IN VEIlICLE: RIGHT BACK EJECTION FROM VEIlICLE: NOT EJECTED
-- OCCUPANT VEIlICLE OCCUPIED: 01 AGE. 09 SEX: MALE
SAFETY EQUIPMENT USED: LAP BElT&IlARNESS POSITION IN VEHICLE: BACK - N.S. EJECTION FROM VEIlICLE: NOT EJECTED
-- OCCUPANT VEHICLE OCCUPIED. 01 AGE: 06 SEX: MALE
SAFETY EQUIPMENT USED: LAP BElT&HARtlESS POSITION IN VEIUCLE, BACK - N.S. EJECTION FROM VEHICLE, NOT EJECTED
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LOCATION CODE. 025- 0704 1660 44
CASE NUMBER. 7-666359 ACCIDENT DATE: 12/06/97 POLICE AGENCY: 05159 SDUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK CDUNTY, TOWN OF SOUTHOLD TIME. 13: PRECINCT:
FIRST EVENT. COLLISION WITH OTIIER MOTOR VEHICLE LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: INJURY AND P.D.
TRAFFIC CONTROL. UNKNOWN LIGHT CONDITION: DAYLIGHT WEATHER: CLEAR
ROAD CHARACTER: STRAIGHT AND LEVEL MANNER OF COLLISION: LEFT TURN (3) TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. IIlVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-0704166044
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 14 2 DOOR SEDAN
SCHOOL BUS: NO VEHICLE YEAR: 70 VEHICLE MAKE: CHEVR VEHICLE ID NUMBER: 164470T211396
WEIGttT/PASSENGERS: 004336 APPARENT FACTOR 1: N/A
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD
SEX .... M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: 01
DRIVER-STAT~-CODE. NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
BUS/TRUCK CODES: NO
AGE ...: 22
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 14 2 DOOR SEDAN BUS/TRUCK CODES: ...
SCHOOL BUS: NO VEHICLE YEAR: 67 VEHICLE MAKE: OLDSM VEHICLE ID NUMBER: IG311Y1430llW346077
WEIGHT/PASSENGERS: 003091 APPARENT FACTOR 1: FAILURE TO YIELD ROW
APPARENT FACTOR 2. NOT-ENTERED - II/A PRE-ACCIDENT ACTION. MAKING LEFT TURN
SEX .... M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL. NORTHEAST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE. NEW YORK t1AZARIlUUS MATERIAL: NO t1AZARDOUS MATERIAL INIlICATEO
AGE ...: 67
.. INJURY VEHICLE OCCUPIEIl: 01
SAFETY EQUIPMENT USED. LAP BELT
LOCATION OF PHYSICAL COMPLAINT: HIP-UPPER LEG
VICTIM STATUS. CONSCIOUS TAKEN TO:
.. INJURY VEHICLE OCCUPIEIl: 02
SAFETY EQUIPMENT USED: LAP BELT&HARNESS
LOCATION OF PHYSICAL COMPLAINT: CHEST
VICTIM STATUS: SHOCK TAKEN TO:
AGE: 22 SEX: MALE
POSITION IN VEHICLE. DRIVER EJECTION FROM VEIIICLE: NOT EJECTED
TYPE OF PHYSICAL COMPLAINT: COMPLAINT OF PAIN
TAKEN BY: 9997
AGE: 67 SEX: MALE
POSITION IN VEIIICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
TYPE OF PHYSICAL COMPLAINT: COMPLAINT OF PAIN
TAKEN BY: 9997
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LOCATION CODE, 025- 0704 1717
CASE NUMBER, 7-100269 ACCIDENT DATE: 02/23/97
COUNTY /MUNI, SUFFOLK COUNTY. TOWN OF SOUTlIOLO
FIRST EVENT, COLLISION WITH SIGN POST
TRAFFIC CONTROL. NONE
ROAD CIIARACTER, STRAIGHT AND LEVEL
PED./BIKER LOCATION: NO PED. INVOLVEMENT
REFERENCE MARKER, 025-07041717
POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
TIME. 17. PRECINCT:
LOCATION FIRST EVENT: OFF ROADWAY ACCIDENT CLASS: INJURY
LIGHT CONDITION: DAYLIGHT WEATlIER: CLEAR
MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PEO./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE, 14 2 DOOR SEDAN BUS/TRUCK CODES: NO
SCHOOL BUS: NO VEHICLE YEAR: 88 VEHICLE MAKE, FORD VEHICLE 10 NUMBER: IFAPP9190JW360689
WEIGHT/PASSENGERS, 002288 APPARENT FACTOR 1: FELL ASLEEP
APPARENT FACTOR 2, LOST CONSCIOUSNESS PRE-ACCIOENT ACTION: GOING STRAIGHT AIIEAD AGE __.: 19
SEX ___, M SECOND EVENT: COLLISION WITH TREE AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE OIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZAROOUS MATERIAL INOICATEO
._ INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: LAP BELTSIIARNESS
LOCATION OF PHYSICAL COMPLAINT: IIEAD
VICTIM STATUS, CONSCIOUS TAKEN TO:
AGE: 19 SEX: MALE
POSITION IN VEIIICLE: ORIVER
TYPE OF PIIYSICAL COMPLAINT: MINOR
TAKEN BY: 9997
EJECTION FROM VEHICLE: NOT EJE~D
BLEEOING
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LOCAlION CODE: 025- 0704 1694
CASE NUMBER: 7-677669 ACCIDENT DATE, 12/01/97
COUNTY/MUNI. SUFFOLK COUNTY, TOWN OF SOUTHOLD
FIRST EVENT. COLLISION WITH TREE
TRAFFIC CONTROL. NONE
ROAD CHARACTER, CURVE AND LEVEL
PED./BIKER LOCATION, NO PEDo INVOLVEMENT
REFERENCE MARKER. 025-07041694
POLICE AGENCY, 05159 SOUTHOLD TOWN POLICE DEPARTMENT
TIME: 16, PRECINCT,
LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: INJURY
LIGHT CONDITION, DUSK WEATHER: CLEAR
MANNER OF COLLISION, OTHER TYPE OF ROAD SYSTEM, STATE
PEDo/BIKER ACTION: NOT AVAILABLE eNO PEDESTRIAN INVOLVEMENT)
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE, 13 4 DOOR SEDAN BUS/TRUCK CODES, NO
SCHDOL BUS. NO VEHICLE YEAR: 93 0 VEHICLE MAKE: OLDSM VEHICLE ID NUMBER, IG3AG55N3P6392416
WEIGHT/PASSENGERS, 002776 APPARENT FACTOR 1, FELL ASLEEP
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD AGE ...: 80
SEX ..., M SECOND EVENT, NON-COLLISION - OVERTURNED AREA OF IMPACT, NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS, 01
DRIVER-STATE-CODE: NEW YORK IIAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
.. INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: AIR BAG DEPLOYED
LDCATION OF PHYSICAL COMPLAINT, BACK
VICTIM STATUS. CONSCIOUS TAKEN TO,
AGE, 80 SEX. MALE
POSITION IN VEHICLE, DRIVER
TYPE OF PHYSICAL COMPLAINT, CDMPLAINT OF
TAKEN BY, 9997
EJECTION FROM VEHICLE, NOT EJEC~
PAIN
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LOCATION COOE. 025- 0704 1701
CASE NUMBER. 8-461340 ACCIUENT DATE: 07/30/98 POLICE AGENCY: 05101 SUFFOLK COUNTY POLICE OEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY. TOWN OF BROOKHAVEN TIME: 16: PRECINCT:
FIRST EVENT. COLLISION WITH OTIIER MOTOR VEHICLE LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: PROPERTY DAMAGE
TRAFFIC CONTROL. TRAFFIC SIGNAL LIGHT CONDITION: DAYLIGHT WEATltER: CLEAR
ROAD CHARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION: LEFT TURN (3) TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PEO./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER. 025-07041701
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE. 12 SUBURBAN BUS/TRUCK CODES: NO
SCHOOL BUS. NO VEHICLE YEAR: 97 VEHICLE MAKE: TOYOT VEHICLE 10 NUMBER: JT3HN66RXV0073651
WEIGHT/PASSENGERS. 003793 APPARENT FACTOR I. N/A
APPARENT FACTOR 2: N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ...: 27
SEX ..*, F SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL, EAST NUMBER OF OCCUPANTS. 01
DRIVER-STATE-CODE: NEW YORK IIAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
REGISTRATION TYPE, 16 PASSENGER OR SUBURBAN BODY TYPE: 13 4 DOOR SEDAN BUS/TRUCK CODES:.
SCHOOL BUS: NO VEHICLE YEAR: 67 VEHICLE MAKE: FORD VEHICLE 10 NUMBER: IFABP37X6HK213367
WEIGHT/PASSENGERS. 002581 APPARENT FACTOR 1: FAILURE TO YIELD ROW
APPARENT FACTOR 2, N/A PRE-ACCIDENT ACTION. MAKING LEFT TURN AGE ...: 21
SEX U.: F SECOND EVEtlT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UtlAVAIlBLE DIRECTION OF TRAVEL. WEST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE: NEW YORK IIAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
.* OCCUPANT VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: UNKNOWN
** OCCUPANT VEIIICLE OCCUPIED. 02
SAFETY EQUIPMENT USED: UNKNOWN
AGE: 26 SEX. FEMALE
POSITION IN VEIIICLE: DRIVER
AGE. 20 SEX: FEMALE
POSITION IN VEHICLE: DRIVER
EJECTION FROM VEIIICLE: NOT EJECTED
EJECTION FROM VEIIICLE: NOT EJECTEO
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LOCATION CODE: 025- 0704 1749
CASE NUMBER: 8-433221 ACCIDENT DATE: 07/14/98 POLICE AGENCY: 00000 NOT INVESTIGATED BY POLICE
COUNTY/MUNI: SUFFOLK COUNTY, VILLAGE OF THE BRANCH TIME: 06: PRECINCT:
FIRST EVENT: COLLISION WITH OTHER MOTOR VEHICLE LOCATION FIRST EVENT: NOT ENTEREO ACCIDENT CLASS: PROPERTY DAMAGE
TRAFFIC CONTROL: NONE LIGHT CONDITION: NOT AVAILABLE WEATHER: CLEAR
ROAD CHARACTER: STRAIGHT AND LEVEL MANNER OF COLLISION: REAR END TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION: NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-07041749
REGISTRATION TYPE: 62 DEALER BODY TYPE: 59 BODY TYPE ALL BLANKS BUS/TRUCK CODES: NO
SCHOOL BUS: NO VEHICLE YEAR: VEHICLE MAKE: VEHICLE 10 NUMBER:
WEIGHT/PASSENGERS: APPARENT FACTOR 1: NOT-ENTERED - N/A
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ...: 49
SEX **., M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE, NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
REGISTRATION TYPE, NO REGISTRATION TYPE BODY TYPE: 13 4 DOOR SEDAN BUS/TRUCK CODES:'"
SCHOOL BUS, NO VEHICLE YEAR: VEHICLE MAKE: VEllICLE 10 NUMBER:
WEIGHT/PASSENGERS: APPARENT FACTOR 1: NOT-ENTERED - N/A
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: STARTING IN TRAFFIC AGE ...: 35
SEX *.*: M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: X
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
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LOCATION CODE. 025- 0704 1725
CASE NUMBER. B-524962 ACCIDENT DATE. 09/03/98 POLICE AGENCY. 05159 SOUTIIOLO TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME. 20: PRECINCT:
FIRST EVENT. COLLISION WITH ANIMAL LOCATION FIRST EVENT. ON ROADWAY ACCIDENT CLASS: PROPERTY DAMAGE
TRAFFIC CONTROL. NONE LIGHT CONDITION: DARK-RD LIGHTED WEATHER: CLEAR
ROAD CHARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION. OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PED./BIKER ACTION. NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER. 025-07041725
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE: 12 SUBURBAN BUS/TRUCK CODES: NO
SCHOOL BUS. NO VEHICLE YEAR. 92 VEHICLE MAKE. SUBAR VEHICLE ID NUMBER: JFIAN422XNC423174
WEIGHT/PASSENGERS: 002530 APPARENT FACTOR I. ANIMAL'S ACTION
APPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ...: 72
SEX .... F SECOND EVENT, NOT-ENTERED - N/A AREA OF IMPACT. NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILDLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE: NEW YDRK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
.. OCCUPANT VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: LAP BELT&IIARNESS
AGE: 72 SEX: FEMALE
POSITION IN VEHICLE: DRIVER
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EJECTION FROM VEHICLE: NOT EJECTED
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LOCATION CODE. 025- 0704 1691 55
CASE NUMBER, 8-300563 ACCIDENT DATE, 05/05/98
COUNTV/MUNI. SUFFOLK COUNTY, TOWN OF SOUTHOLD
FIRST EVENT. COLLISION WITH TREE
TRAFFIC CONTROL. NONE
ROAD CHARACTER. STRAIGHT AND LEVEL
PED./BIKER LOCATION. NO PED. INVOLVEMENT
REFERENCE MARKER. 025-0704169155
PDLICE AGENCV. 05159 SDUTHOLD TOWN POLICE DEPARTMENT
TIME. 16: PRECINCT.
LOCATION FIRST EVENT. ON ROADWAV ACCIDENT CLASS, INJURV
LIGHT CONDITION. DAVLIGIIT WEATHER. CLOUDY
MANNER OF COLLISION. OTHER TVPE OF ROAD SYSTEM. STATE
PED./BIKER ACTION. NOT AVAILABLE CNO PEDESTRIAN INVOLVEMENT)
REGISTRATION TVPE. 16 PASSENGER OR SUBURBAN BODV TVPE. 13 4 DOOR SEDAN BUS/TRUCK CODES. NO
SCHOOL BUS. NO VEHICLE VEAR. 95 VEHICLE MAKE. CHEVR VEHICLE ID NUMBER: 2GIWN52M7S9109940
WEIGHT/PASSENGERS. 003289 APPARENT FACTOR I. UNKNOWN
APPARENT FACTOR 2. UNKNOWN PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD AGE .... 47
SEX .... M SECOND EVENT. NON-COLLISION - OVERTURNED AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL. WEST NUMBER OF OCCUPANTS, 01
DRIVER-STATE-CODE. NEW YORK HAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
.. INJURV VEHICLE OCCUPIED. 01
SAFETV EQUIPMENT USED. AIR BAG DEPLOVED
LOCATION OF PHYSICAL COMPLAINT, EIHIRE BODV
VICTIM STATUS, SEMICOIISCIOUS TAKEN TO:
AGE: 47 SEX: FEMALE
POSITION IN VEHICLE: DRIVER
TVPE OF PHYSICAL COMPLAINT: SEVERE
TAKEN BV: 9992
EJECTION FROM VEHICLE: NOT EJE~r
BLEEDING
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LOCATION CODE: 025- 0704 1710
CASE NUMBER: 8-430183 ACCIDENT DATE: 07/12/98 POLICE AGENCY: 05159 SOUTHOLO TOWN POLICE DEPARTMENT
COUNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 10: PRECINCT:
FIRST EVENT: COLLISION WITH OTHER MOTOR VEHICLE LOCATION FIRST EVENT: OU ROADWAY ACCIDENT CLASS: PROPERTY DAMAGE
TRAFFIC CONTROL. NONE LIGHT CONDITION. OAYLIGHT WEATHER: CLEAR
ROAD CHARACTER: STRAIGHT AND LEVEL MANNER OF COLLISION: OVERTAKING TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION: NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE <NO PEDESTRIAU INVOLVEMENT)
REFERENCE MARKER: 025-07041710
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE: 13 4 DOOR SEDAN BUS/TRUCK CODES: NO
SCHOOL BUS: NO VEHICLE YEAR: 96 VEHICLE MAKE: ME/BE VEHICLE 10 NUMBER: WDBHA28E3TF313927
WEIGHT/PASSENGERS: 003250 APPARENT FACTOR 1: PASSING OR LANE USAGE IMPROP
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD
SEX ***: M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL. WEST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE: UEW YORK HAZARDOUS MATERIAL. NO HAZARDOUS MATERIAL INDICATED
AGE ***: 61
REGISTRATION TYPE: 76 COMMERCIAL
SCIIOOL BUS: NO VEHICLE YEAR: 91
WEIGHT/PASSENGERS: 004200 APPARENT
APPARENT FACTOR 2: DRIVER INATTENTION
SEX ***: M SECOND EVENT: NOT-ENTERED - N/A
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: WEST
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO
BODY TYPE: 63 PICK UP TRUCK
VEIIICLE MAKE: DODGE VEIIICLE 10 NUMBER:
FACTOR 1: TURNING IMPROPERLY
PRE-ACCIDENT ACTION. MAKING RIGHT TURN
AREA OF IMPACT: NOT AVAILABLE
NUMBER OF OCCUPANTS, 01
IIAZARDOUS MATERIAL INDICATED
BUS/TRUCK CODES4Il0
IB7FL26X8MS340816
AGE ***: 85
** OCCUPANT VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED, LAP BELT&HARNESS
** OCCUPANT VEHICLE OCCUPIED: 02
SAFETY EQUIPMEUT USED: LAP BELT&HARUESS
AGE: 61 SEX: MALE
POSITION IN VEHICLE, DRIVER
AGE. 85 SEX: MALE
POSITION IN VEHICLE. DRIVER
EJECTION FROM VEHICLE: NOT EJECTEl
EJECTION FROM VEHICLE: NOT EJECTEf
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LOCATION CODE. 025- 0704 1674
CASE NUMBER. 8-209265 ACCIDENT DATE: 03/17/98 POLICE AGENCY: 05159 SOUTIlOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY, TOWN OF SOUTIlOLO TIME: 18: PRECINCT:
FIRST EVENT. COLLISION WITH ANIMAL LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS, PROPERTY DAMAGE
TRAFFIC CONTROL. NONE LIGHT CONDITION. DARK-RD LIGHTED WEATHER: CLEAR
ROAD CHARACTER: STRAIGHT AND LEVEL MANNER OF COLLISION: OTIlER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION: NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-07041674
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BOOY TYPE: 12 SUBURBAN BUS/TRUCK CODES: NO
SCHOOL BUS: NO VEHICLE YEAR, 90 VEHICLE MAKE: PLYMO VEHICLE 10 NUMBER: IP4GH54R5LX201607
WEIGHT/PASSENGERS: 003482 APPARENT FACTOR 1: ANIMAL'S ACTION
APPARENT FACTOR 2: NOT-ENTERED - NIA PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD AGE ***: 43
SEX ***. F SECONO EVENT: NOT-ENTERED - NIA AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO IlAZARDOUS MATERIAL INDICATED
** OCCUPANT VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: LAP BELT8HARNESS
AGE: 43 SEX: FEMALE
POSITION IN VEIlICLE: DRIVER
EJECTION FROM VEIIICLE: NOT EJA[
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LOCATION CODE. 025- 0104 1101
CASE NUMBER. 8-518111 ACCIDENT DATE: 08/30/98 POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
CDUNTY/MUNI. SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 08: PRECINCT:
FIRST EVENT. COLLISIDN WITH ANIMAL LDCATIDN FIRST EVENT. DN RDADWAY ACCIDENT CLASS. INJURY AND P.D.
TRAFFIC CDNTRDL. NDNE LIGHT CDNDITION: DAYLIGHT WEATHER: CLEAR
RDAD CHARACTER. CURVE AND LEVEL MANNER DF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PED./BIKER ACTION. NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-01041101
REGISTRATION TYPE. 36 MOTORCYCLE
SCHOOL BUS. NO VEHICLE YEAR. 81
WEIGHT/PASSENGERS. 000342 APPARENT
APPARENT FACTOR 2. NOT-ENTERED - N/A
SEX .... M SECOND EVENT: NOT-ENTERED - N/A
EXTENT OF DAMAGE. UNAVAILBlE DIRECTION OF TRAVEL. WEST
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO
BODY TYPE: 19 MOTORCYCLE BUS/TRUCK CODES: NO
VEHICLE MAKE. HONDA VEHICLE ID NUMBER: JH2MF020lHKI02346
FACTOR I. ANIMAL'S ACTION
PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD
AREA OF IMPACT. NOT AVAilABLE
NUMBER OF OCCUPANTS: 01
HAZARDOUS MATERIAL INDICATED
AGE ...: 46
.. INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: IIElMET
LOCATION OF PHYSICAL COMPLAINT: KNEE TO FOOT
VICTIM STATUS. CONSCIOUS TAKEN TO:
AGE: 46 SEX: MALE
POSITION IN VEHICLE: DRIVER
TYPE OF PHYSICAL COMPLAINT: MINOR
TAKEN BY:
.
EJECTION FROM VEHICLE: NOT EJECTED
BLEEDING
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LOCATION CODE. 025- 0704 1701
CASE NUMBER: 8-518718 ACCIDENT DATE: 08/30/98 POLICE AGENCY: 05159 SOUTIiOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTIiOLD TIME: 08: PRECINCT:
FIRST EVENT. COLLISION WITH ANIMAL LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: PROPERTY DAMAGE
TRAFFIC CONTROL. NONE LIGHT CONDITION: DAYLIGHT WEATltER: CLEAR
ROAD CHARACTER: CURVE AND LEVEL MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION: NO ,PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-07041701
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 14 2 DOOR SEDAN BUS/TRUCK CODES: NO
SCHOOL BUS. NO VEHICLE YEAR: 90 VEHICLE MAKE: FORD VEHICLE 10 NUMBER: IFAPP6040lH178194
WEIGHT/PASSENGERS: 003581 APPARENT FACTOR 1: ANIMAL'S ACTION
APPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ...: 20
SEX ...: F SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT, NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAIlBLE DIRECTION OF TRAVEl: EAST NUMBER OF OCCUPANTS: 02
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO IiAZARDOUS MATERIAL INDICATED
.. OCCUPANT VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: lAP BElT&IiARtlESS
.. OCCUPANT VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: lAP BElT&IiARNESS
AGE: 20 SEX. FEMALE
POSITION IN VEIiIClE: DRIVER
AGE: 50 SEX: FEMALE
POSITION IN VEIiIClE: MIDDLE FRONT
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EJECTION FROM VEIiIClE: NOT EJE~D
EJECTIOtl FROM VEHICLE: NOT EJECTED
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LOCATION CODE: 025- 0704 1675 41
CASE NUMBER: 8-428778 ACCIDENT DATE: 07/11/98 POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 09: PRECINCT,
FIRST EVENT: COLLISION WITH OTIlER MOTOR VEHICLE LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: PROPERTY DAMAGI
TRAFFIC CONTROL. NONE LIGHT CONDITION. DAYLIGHT WEATIlER: CLEAR
ROAD CIlARACTER. STRAIGHT AND LEVEL MANNER OF COLLISION: LEFT TURN (0) TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER. 025-0704167541
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE. 13 4 ODOR SEDAN BUS/TRUCK CODES:
SCHOOL BUS. NO VEHICLE YEAR: 87 VEHICLE MAKE: CIlRYS VEHICLE ID NUMBER: lC3BC56KOHF250874
WEIGHT/PASSENGERS. 002566 APPARENT FACTOR 1: N/A
APPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION: MAKING LEFT TURN AGE ..., 51
SEX u.. M SECOND EVENT: IIOT-EllTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL. WEST NUMBER OF OCCUPANTS: 05
DRIVER-STATE-CODE: MASSACIlUSETTS HAZARDOUS MATERIAL: NO IlAZARDOUS MATERIAL INDICATED
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 13 4 ODOR SEDAN BUS/TRUCK CODES.
SCHOOL BUS. NO VEIlICLE YEAR, 97 VEHICLE MAKE: VOLKS VEHICLE 10 NUMBER, WVWEE83A5VB005006
WEIGHT/PASSENGERS. 003034 APPARENT FACTOR I. DRIVER INATTENTION
APPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE .n, 35
SEX .... F SECOND EVENT, NOT-ENTERED - N/A AREA OF IMPACT, NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: 03
DRIVER-STATE-CODE: NEW YORK IlAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
.. OCCUPANT VEIlICLE OCCUPIED, 01 AGE. 51 SEX. MALE
SAFETY EQUIPMENT USED: LAP BELT8HARNESS POSITION IN VEIHCLE: DRIVER EJECTION FROM VEIlICLE: NOT EJE(
.. OCCUPANT VEIlICLE OCCUPIED: 02 AGE: 35 SEX: FEMALE
SAFETY EQUIPMENT USED: LAP BELT8HARNESS POSITION IN VEHICLE: DRIVER EJECTION FROM VEtIICLE, NOT EJE(
.. OCCUPANT VEHICLE OCCUPIED: 01 AGE: 19 SEX: FEMALE
SAFETY EQUIPMENT USED: LAP BELT8HARNESS POSITION IN VEHICLE, LEFT BACK EJECTION FROM VEHICLE: NOT EJEC
.. OCCUPANT VEHICLE OCCUPIED: 01 AGE. 50 SEX: FEMALE
SAFETY EQUIPMENT USED: LAP BELT8HARNESS POSITION IN VEHICLE: RIGllT BACK EJECTION FROM VEHICLE: NOT EJE(
.. OCCUPANT VEHICLE OCCUPIED, 01 AGE: 76 SEX. FEMALE
SAFETY EQUIPMENT USED, LAP BELT8HARNESS POSITION IN VEHICLE: RIGllT FRONT EJECTI ON FROM VEHICLE: NOT EJE.
.. OCCUPANT VEHICLE OCCUPIED: 02 AGE: 07 SEX: FEMALE
SAFETY EQUIPMENT USED, LAP BELT8HARNESS POSITION IN VEHICLE: LEFT BACK EJECTION FROM VEHICLE, NOT EJEC
.. OCCUPANT VEIlICLE OCCUPIED, 02 AGE, 04 SEX, MALE
SAFETY EQUIPMENT USED, LAP BELTBIlARNESS POSITION IN VEIIICLE: RIGlIT BACK EJECTI ON FROM VEfIICLE: NOT EJEC
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LOCATION COOE. 025- 0704 1672 38
CASE NUMBER. 8-491588 ACCIDENT DATE: 08/16/98 POLICE AGENCY: 05159 SOUTHOLO TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY. TOWN OF SOUTlIOLO TIME: 15: PRECWCT:
FIRST EVENT. COLLISION WITH OTHER MOTOR VEHICLE LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: INJURY AND P.D.
TRAFFIC CONTROL. YIELD SIGN LIGHT CONDITION. DAYLIGHT WEATHER: CLEAR
ROAD CHARACTER. CURVE AND LEVEL MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION: NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE lNO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER: 025-0704167238
REGISTRATION TYPE: 76 COMMERCIAL
SCHOOL BUS: NO VEHICLE YEAR: 89
WEIGHT/PASSENGERS. 004919 APPARENT
APPARENT FACTOR 2. N/A
SEX ...: M SECOND EVENT:
EXTENT OF DAMAGE. UNAVAILBLE
DRIVER-STATE-CODE: UNLICENSED
NOT-ENTERED - N/A
DIRECTION OF TRAVEL. EAST
HAZARDDUS MATERIAL: NO HAZARDOUS
BODY TYPE: 63 PICK UP TRUCK BUS/TRUCK CODES: NO
VEHICLE MAKE: FORD VEHICLE ID NUMBER: IFTEFI4NOKNB06169
FACTOR I: DRIVER INATTENTION
PRE-ACCIDENT ACTION: STARTING IN TRAFFIC
AREA OF IMPACT: NOT AVAILABLE
NUMBER OF OCCUPANTS: 01
MATERIAL INDICATED
AGE ...: 31
REGISTRATION TYPE: NO REGISTRATION TYPE BODY TYPE: 12 SUBURBAN
SCHOOL BUS. NO VEHICLE YEAR: VEHICLE MAKE: VEHICLE ID NUMBER:
WEIGllT /PASSENGERS. APPARENT FACTOR I: N/A
APPARENT FACTOR 2. N/A PRE-ACCIDENT ACTION: STDPPED IN TRAFFIC
SEX .... F SECOND EVENT: COLLISION WITH OTHER MDTOR VEHICLE AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF DCCUPANTS: 04
DRIVER-STATE-CODE: MASSACHUSETTS HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
REGISTRATION TYPE. 16 PASSENGER OR SUBURBAN BODY TYPE: 13 4 DOOR SEDAN BUS/TRUCK CODES: NO
SCHOOL BUS. NO VEHICLE YEAR: 87 VEHICLE MAKE: OlDSM VEllIClE ID NUMBER: IG3AJ5130HG333213
WEIGllT/PASSENGERS. 002877 APPARENT FACTOR I: N/A
APPARENT FACTOR 2: N/A PRE-ACCIDENT ACTION. STARTING IN TRAFFIC AGE ...: 21
SEX .... F SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 04
DRIVER-STATE-CODE. NEW YORK HAZAROOUS MATERIAL: NO HAZA~DOUS MATERIAL INDICATED
BUS/TRUCK CODES:4It
AGE ...: 31
.. OCCUPANT VEHICLE OCCUPIED: 01 AGE: 31 SEX: MALE
SAFETY EQUIPMENT USED: LAP BElT&HARNESS POSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
llll INJURY VEHICLE OCCUPIED: 02 AGE: 31 SEX: MALE
SAFETY EQUIPMENT USED: LAP BELT&HARNESS POSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTEO
LOCATIotl OF PIlYSICAL COMPLAINT: NECK TYPE OF PHYSICAL COMPLAINT: COMPLAINT OF PAIN .'
VICTIM STATUS: CONSCIOUS TAKEN TO: TAKEN BY:
.ll OCCUPANT VEHICLE OCCUPIED: 02 AGE: 31 SEX: MALE
SAFETY EQUIPMENT USED: LAP BEl TSHARNESS POSITION IN VEHICLE: RIGHT FROtH EJECTION FROM VEIIICLE: NOT EJECTEO
.. INJURY VEHICLE OCCUPIED: 02 AGE: 02 SEX: MALE
SAFETY EQUIPMENT USED: CHILD RESTRAINT POSITION IN VEHICLE: LEFT BACK . EJECTI ON FROM VEIHCLE: NOT EJECTED
LOCATION OF PHYSICAL COMPLAINT: NECK TYPE OF PHYSICAL COMPLAINT: COMPLAINT OF PAW
VICTIM STATUS. CONSCIOUS TAKEN TO: TAKEN BY:
ll. OCCUPANT VEHICLE OCCUPIED: 02 AGE: 01 SEX: FEMALE
SAFETY EQUIPMENT USED: CHilD RESTRAItH POSITION IN VEHICLE: RIGHT BACK EJECTI ON FROM VEIHCLE: NOT EJECTED
.. OCCUPANT VEHICLE OCCUPIED: 03 AGE: 21 SEX. FEMALE
SAFETY EQUIPMENT USED: lAP BELTS HARNESS POSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
.. INJURY VEHICLE OCCUPIED: 03 AGE: 22 SEX: FEMALE
SAFETY EQUIPMENT USED: LAP BElT&HARNESS POSITION IN VEHICLE: RIGIIT FRONT EJECTI ON FROM VEHICLE: NOT EJECTEO
lOCATION D, PHYSICAL COMPLAINT: SHlDR-UPPER ARM lYPE OF ,~YSICAl COMPLAINT: COMPLAINT OF PAIN
VICTIM STATUS: CONSCIOUS TAKEN TO: TAKEN BY:
llll ARREST VEHICLE OCCUPIED: 01 VIOLATION CHARGED: 0511-1A
llll OCCUPANT VEHICLE OCCUPIED: 03 AGE: 17 SEX: FEMALE
SAFETY EQUIPMENT USED: UNKNOWN POSITION IN VEHICLE: lEFT BACK EJECTION FROM VEIHClE: NOT EJECTED
llll OCCUPANT VEHICLE OCCUPIED: 03 AGE: 19 SEX: MALE
SAFETY EQUIPMENT USED: UNKNOWIl POSITION IN VEHICLE: RIGHT BACK EJECTION FROM VEHICLE: NOT EJECTED
.
-----'-)>
----
?
? _(rj;_ l'(lJ be. f)
/2 r ^/1 rt-l L:L
:;7dJJ
1}6';J,J ft' ('j' ,
.
LOCATION CODE. 025- 0704 1727
CASE NUMBER. 8-279898 ACCIDENT DATE: 06/07/98 POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUFFOLK COUNTY, TOWIl OF SOUTHOLD TIME. 08. PRECIIlCT:
FIRST EVENT. COLLISION WITH TREE LOCATION FIRST EVENT. OFF ROADWAY ACCIDENT CLASS: INJURY AND P.D.
TRAFFIC CONTROL. ND PASSING ZOIlE LIGllT CONDITION. DUSK WEATHER: RAIN
ROAD CHARACTER. STRAIGllT AND LEVEL MAIINER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PED./BIKER ACTION. NOT AVAILABLE (NO PEDESTRIAN IIlVOLVEMENTl
REFERENCE MARKER. 025-07041727
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 12 SUBURBAN BUS/TRUCK CODES: NO
SCHOOL BUS. NO VEHICLE YEAR. 82 VEHICLE MAKE: FORD VEHICLE 10 NUMBER: IFMEEIIF3CHB32493
WEIGHT/PASSENGERS. 004155 APPARENT FACTOR 1: LOST CONSCIOUSNESS
APPARENT FACTOR 2. NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ...: 65
SEX .... M SECOND EVENT: COLLISION WITH OTHER FIXED OBJECT AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAIlBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: 03
DRIVER-STATE-CODE. NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INOICATED
.. INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: UNKNOWN
LOCATION OF PHYSICAL COMPLAINT: UNKNOWN
VICTIM STATUS. UNCONSCIOUS TAKEN TO:
.. INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: UNKNOWN
LOCATION OF PHYSICAL COMPLAINT: UNKNOWIl
VICTIM STATUS: CONSCIOUS TAKEN TO:
.. INJURY VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: NONE
LOCATION OF PHYSICAL COMPLAINT: HEAD
VICTIM STATUS. CONSCIOUS TAKEN TO.
. 7 _:/? tJ/\h
(Pi :00 /( Ii ( :r)
\
)(i+./'Jf~.l(
tJ/t{J I cJ
AGE: 65 SEX: MALE
POSITION IN VEHICLE: DRIVER
TYPE OF PHYSICAL COMPLAINT: UNKNOWN
TAKEN BY: 9997
AGE: 68 SEX: FEMALE
POSITION IN VEHICLE: RIGHT FRONT
TYPE OF PHYSICAL COMPLAINT: UIlKNOWN
TAKEN BY: 9997
AGE: 28 SEX: MALE
POSITION IN VEHICLE: MIDDLE BACK
TYPE OF PHYSICAL COMPLAINT: ABRASION
TAKEN BY: 9997
~
EJECTION FROM VEHICLE: NOT EJ~ED
EJECTION FROM VEHICLE: NOT EJECTED
EJECTION FROM VEHICLE: NOT EJECTED
.
/l. /1:
10
(
LOCATION CODE, 025- 0704 1692
CASE NUMBER: 8-543509 ACCIDENT DATE, 09/13/98 POLICE AGENCY. 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI.' SUFFOLK COUtHY. TOWN OF SOUTHOLD TIME: 02, PRECINCT,
FIRST EVENT. COLLISION WITIl ANIMAL LOCATION FIRST EVENT, ON ROADWAY ACCIDENT CLASS, PROPERTY DAMAGE
TRAFFIC CONTRDL. NONE LIGHT CDNDITIDN, DARK-RD LIGHTED WEATHER. CLEAR
ROAD CHARACTER: STRAIGIH AND LEVEL MANNER OF COLLISION, OTlIER TYPE OF ROAD SYSTEM, STATE
PEDo/BIKER LOCATION, NO PEDo IIIVOLVEMENT PEDo/BIKER ACTION. NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER, 025-07041692
REGISTRATION TYPE, 16 PASSENGER OR SUBURBAN BODY TYPE. 13 4 DOOR SEDAN BUS/TRUCK CODES. NO
SCHOOL BUS, NO VEHICLE YEAR, 95 VEHICLE MAKE, VOLKS VEIIICLE 10 NUMBER, 3VWWC8ltIXSM117117
WElGIlT/PASSENGERS, 002573 APPARENT FACTOR 1, ANIMAL'S ACTION
APPARENT FACTOR 2. 1I0T-ENTERED - N/A PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD
SEX 11'-, F SECotm EVEtH: NOT-ENTERED - II/A AREA OF IMPACT. NOT AVAILABLE
EXTENT OF DAMAGE, UNAVAILBLE DIRECTION OF TRAVEL, EAST NUMBER OF OCCUPANTS, 01
DRIVER-STATE-CODE, NEW YORK IlAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
AGE 11"11, 49
1111 OCCUPANT VEHICLE OCCUPIED, 01
SAFETY EQUIPMENT USED, LAP OELT&HARNESS
AGE, 49 SEX: FEMALE
POSITION IN VEIlICLE, DRIVER
EJECTION FROM VEIlICLE, 1I0T
.
EJECTED
-----:::'> lM'LW't r:-P
q -/3 - '79 DCA)
2 ; ()O lid I ( P' )
vVlD C-Ar.'jr&r
.
LOCATION CO~E, 025- 0704 1684 46
CASE NUMBER. 8-532739 ACCIDENT DATE. 09/08/98 POLICE AGENCY, 05159 SOUTHOLD TOWN POLICE DEPARTMENT
COUNTY/MUNI. SUffOLK COUNTY, TOWN OF SOUTllOLD TIME. 15, PRECINCT:
FIRST EVENT, COLLISION WITH OTHER MOTOR VEIlICLE LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS, PROPERTY DAMAGE
TRAFFIC CONTROL: NONE LIGHT CONDITION, DAYLIGIIT WEATHER, CLEAR
ROAD CHARACTER. STRAIGIIT AND LEVel MANNER OF COLLISION: REAR END TYPE OF ROAD SYSTEM, STATE
PED./BIKER LOCATION. NO PED. INVOLVEMENT PED./8IKER ACTION, NOT AVAILA8LE eNO PEDESTRIAN INVOLVEMENT)
REFERENCE MARKER. 025-0704168446
REGISTRATION TYPE, 16 PASSENGER OR SU8URBAN BODY TYPE. 11 SEDAN BUS/TRUCK CODES, NO
SCHOOL BUS, NO VEHICLE YEAR: 80 VEHICLE MAKE: ME/BE VEHICLE 10 NUMBER: 11612012023204
WE I GIlT /PASSENGERS. 003640 APPARENT FACTOR 1: N/A
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: MAKING LEFT TURN AGE ...: 75
SEX ...: F SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 01
DRIVER-STATE-CODE. NEW YORK HAZAROOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
REGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE. 12
SCIIOOL BUS. NO VEHICLE YEAR. 90 VEHICLE MAKE, TOYOT
WEIGHT/PASSENGERS, 003620 APPARENT FACTOR I. DRIVER INATTENTION
APPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION. GOING STRAIGHT AHEAD
SEX ..., M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT. NOT AVAILABLE
EXTENT OF DAMAGE. UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS, 01
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
SUBURBAN BUS/TRUCK CODES: .
VEHICLE 10 NUMBER: JT4VN13D5l5029853
AGE ...: 33
U OCCUPANT VEIHCLE OCCUPIED. 01
SAFETY EQUIPMENT USED, LAP 8ELT&IlARNESS
.. OCCUPANT VEHICLE OCCUPIED: 02
SAFETY EQUIPMENT USED: LAP BELTBHARNESS
AGE: 75 SEX. FEMALE
POSITION IN VEHICLE. DRIVER
AGE: 33 SEX: MALE
POSITION IN VEHICLE: DRIVER
EJECTION FRPM VEIIIClE: NOT EJECTED
EJECTION FROM VEHICLE: NOT EJECTED
"-
-./
t
LJ ~ 'i?' - '} Z L.cY
3', QCJ r'!\'1 ( P)
.
,/lI(1 Ol\.j '/-r () (
.
.
Route 25
Main Street to East MarianI
Orient Park
1998 Capacity Analysis
Dunn2/9S 12S. Cross Sound Ferry
File, Dvdrs.wpd
1985 HCM:TWO-~ HIGHWAYS ...
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 11-12 NOO
N, weekday; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS.. ..... ... ........ ......
PERCENTAGE OF BUSES..... . ........... . ., . ., ..
PERCENTAGE OF RECREATIONAL VEHICLES... ......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN)... .......
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES............. .......
B) CORRECTION FACTORS
2
2
5
50
.89
55 / 45
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
D 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 656
ACTUAL FLOW RATE: 737
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
D 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: D
1985 HCM:TWO-~ HIGHWAYS
.
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 5-6 PM, W
eekday; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES................... ......
PERCENTAGE OF RECREATIONAL VEHICLES.. .......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR................. . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN). ... ......
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES........... ...... ...
B) CORRECTION FACTORS
2
2
5
50
.75
51 / 49
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R W d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 864
ACTUAL FLOW RATE: 1152
SERVICE
LOS FLOW RATE V/C
--------- -----
A 149 .07
B 397 .19
C 710 .34
D 1299 .59
E 2280 1
LOS FOR GIVEN CONDITIONS: D
1985 HCM:TWO-~ HIGHWAYS 4t
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 9-10 pm,
weekday; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. ... .......... ... .......
PERCENTAGE OF BUSES. ... .....................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN) ..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES............. ... .. ..
B) CORRECTION FACTORS
2
2
5
50
.8
63 / 37
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 340
ACTUAL FLOW RATE: 425
SERVICE
LOS FLOW RATE V/C
--------- -----
A 139 .07
B 369 .19
C 661 .34
D 1209 .59
E 2122 1
LOS FOR GIVEN CONDITIONS: C
1985 HCM:TWO-dHIGHWAYS .
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 11-12 NOO
N, Sat.; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........ ...... ... .... ...
PERCENTAGE OF BUSES....... .... ..... .... .....
PERCENTAGE OF RECREATIONAL VEHICLES...... ...
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN). ... ......
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES............ .... ....
B) CORRECTION FACTORS
2
2
5
50
.91
54 / 46
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 1201
ACTUAL FLOW RATE: 1320
SERVICE
LOS FLOW RATE V/C
--------- -----
A 147 .07
B 390 .19
C 697 .34
D 1275 .59
E 2239 1
LOS FOR GIVEN CONDITIONS: E
1985 HCM:TWO-~ HIGHWAYS
.
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALYST. . . . . . .. . . . . .. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 5-6 PM, S
at.; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS..... ........ ..... ......
PERCENTAGE OF BUSES.... .... . ...... .. ..... . .,
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR...... . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN).. ........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES.. ....... .. ..... . ...
B) CORRECTION FACTORS
2
2
5
50
.79
43 / 57
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 1145
ACTUAL FLOW RATE: 1449
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: E
1985 HCM:TWO-dHIGHWAYS .
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 9-10 PM,
Sat.; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS............ .... ..... ...
PERCENTAGE OF BUSES.. ......... ... .... .......
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......... . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN) ... .......
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES................. ...
B) CORRECTION FACTORS
2
2
5
50
.88
57 / 43
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 509
ACTUAL FLOW RATE: 578
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: C
1985 HCM:TWO-T.~ HIGHWAYS 4t
*************~~***********************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 11-12 NOO
N, Sun.; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. .......................
PERCENTAGE OF BUSES. ........ ................
PERCENTAGE OF RECREATIONAL VEHICLES.. .......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR..... . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN). .........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES........... ...... ...
B) CORRECTION FACTORS
2
2
5
50
.94
58 / 42
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 1266
ACTUAL FLOW RATE: 1347
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
D 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: E
1985 HCM:TWO-A HIGHWAYS .
****************************************************************
FACILITY LOCATION. ... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 5-6 PM, S
un.; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS.. ..... . . ..... . . . . . . .. ..
PERCENTAGE OF BUSES. . . . . . . . . . . . . . . . . . . . . . . . .
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR..... . . . .. . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN) ...... ....
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.81
38 / 62
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- - -.- -- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 1281
ACTUAL FLOW RATE: 1581
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 371 .19
C 665 .34
D 1215 .59
E 2133 1
LOS FOR GIVEN CONDITIONS: E
".
1985 HCM:TWO-~ HIGHWAYS 4t
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST......... ..... DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Main St. (Greenport); 9-10 PM,
Sun.; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. ......... ........... ...
PERCENTAGE OF BUSES. .......... ........ ......
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR..... . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES........ ..... .......
B) CORRECTION FACTORS
2
2
5
50
.77
50 / 50
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 1 .91
B 2.2 2 2.5 .84 1 .89
C 2.2 2 2.5 .84 1 .89
D 2 1.6 1.6 .84 1 .94
E 2 1.6 1.6 .87 1 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 604
ACTUAL FLOW RATE: 784
SERVICE
LOS FLOW RATE V/C
--------- -----
A 150 .07
B 399 .19
C 715 .34
D 1307 .59
E 2294 1
LOS FOR GIVEN CONDITIONS: D
.
.
Route 25
East Marion Orient Park to
Narrow River Road
1998 Capacity Analysis
Dunn2/9512S. Cross Sound Ferry
File: Dvdrs.wpd
1985 HCM:TWO-~ HIGHWAYS ~
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, weekday;
1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. ..... ...... . ... .. .. . ...
PERCENTAGE OF BUSES..... ........ ..... ... ....
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR... . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (Up/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH TN FT.) ...
PERCENT NO PASSING ZONES.......... ..... .....
B) CORRECTION FACTORS
2
2
5
50
.76
63 / 37
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 423
ACTUAL FLOW RATE: 557
SERVICE
LOS FLOW RATE V/C
--------- -----
A 139 .07
B 369 .19
C 661 .34
D 1209 .59
E 2122 1
LOS FOR GIVEN CONDITIONS: C
1985 HCM:TWO-4 HIGHWAYS .
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, weekday; 199
8 Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS..... ................ .. .
PERCENTAGE OF BUSES. ... .............. ... . .. .
PERCENTAGE OF RECREATIONAL VEHICLES.. .... ...
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN). .........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 503
ACTUAL FLOW RATE: 599
SERVICE
LOS FLOW RATE V/C
--------- -----
A 145 .07
B 385 .19
C 689 .34
D 1260 .59
E 2211 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.84
56 / 44
10
7
51
1985 HCM:TWO-~ HIGHWAYS ~
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, weekday; 19
98 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. .... ....... ... ...... ...
PERCENTAGE OF BUSES... . . ..... . .... ... .......
PERCENTAGE OF RECREATIONAL VEHICLES. ........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR........... ...... .... .......
DIRECTIONAL DISTRIBUTION (UP/DOWN). ..... ....
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES........... .........
B) CORRECTION FACTORS
2
2
5
50
.61
57 / 43
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 220
ACTUAL FLOW RATE: 361
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: B
1985 HCM:TWO-AHIGHWAYS
.
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALYST.. ............ DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sat.; 19
98 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. .......... . ... . ...... ..
PERCENTAGE OF BUSES. .... ...... ..............
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR........... . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN). .........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES.......... . ...... ...
B) CORRECTION FACTORS
2
2
5
50
.79
60 / 40
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 732
ACTUAL FLOW RATE: 927
SERVICE
LOS FLOW RATE V/C
--------- -----
A 141 .07
B 375 .19
C 672 .34
D 1228 .59
E 2156 1
LOS FOR GIVEN CONDITIONS: D
1985 HCM:TWO-LAIl HIGHWAYS ..
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sat.; 1998 E
xisting
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS... .... .............. ...
PERCENTAGE OF BUSES.. .......................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN)... .......
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES................ ....
B) CORRECTION FACTORS
2
2
5
50
.84
45 / 55
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
D 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 661
ACTUAL FLOW RATE: 787
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
D 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: D
1985 HCM:TWO-~HIGHWAYS ~
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sat.; 1998
Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. ... ..... . . .. ......... ..
PERCENTAGE OF BUSES.... .... .... .............
PERCENTAGE OF RECREATIONAL VEHICLES.. .......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN). .........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.68
68 / 32
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .9 .91
B 2.2 2 2.5 .84 .9 .89
C 2.2 2 2.5 .84 .9 .89
D 2 1.6 1.6 .84 . 9 .94
E 2 1.6 1.6 .87 .9 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 259
ACTUAL FLOW RATE: 381
SERVICE
LOS FLOW RATE V/C
--------- -----
A 135 .07
B 359 .19
C 643 .34
D 1176 .59
E 2064 1
LOS FOR GIVEN CONDITIONS: C
j
1985 HCM:~-LANE HIGHWAYS .
*********~************************* ************************j
FACILITY LOCATION.... NYS Route 25
ANALYST..............DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sun.; lS
98 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. ........ ......... ......
PERCENTAGE OF BUSES..... ..... ........ .......
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.... . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN) ..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES..... ...... ... ... ...
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
0 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 753
ACTUAL FLOW RATE: 866
SERVICE
LOS FLOW RATE V/C
--------- -----
A 137 .07
B 363 .19
C 650 .34
0 1189 .59
E 2087 1
LOS FOR GIVEN CONDITIONS: 0
2
2
5
50
.87
66 / 34
10
7
51
1985 HCM:TWO-rAHIGHWAYS .
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALYSIS.. ... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sun.; 1998 E
xisting
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. ... .... ..... ..... ... ...
PERCENTAGE OF BUSES. . . . . . . . . . . . . . . . . . . . . . . . .
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN) ..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES.... ...... ..........
B) CORRECTION FACTORS
2
2
5
50
. 7
40 / 60
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 900
ACTUAL FLOW RATE: 1286
SERVICE
LOS FLOW RATE V/C
--------- -----
A 141 .07
B 375 .19
C 672 .34
D 1228 .59
E 2156 1
LOS FOR GIVEN CONDITIONS: E
1985 HCM:TWO-~ HIGHWAYS ~
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sun.; 1998
Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS.. ............... .......
PERCENTAGE OF BUSES.. . . . . . . . . . . . . . . . . . . . . . . .
PERCENTAGE OF RECREATIONAL VEHICLES... ......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (Up/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES..... ........ .......
B) CORRECTION FACTORS
2
2
5
50
.7
53 / 47
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 385
ACTUAL FLOW RATE: 550
SERVICE
LOS FLOW RATE V/C
--------- -----
A 148 .07
B 392 .19
C 702 .34
D 1283 .59
E 2252 1
LOS FOR GIVEN CONDITIONS: C
.
.
Route 25
Narrow River Road to
Eastern Terminus
1998 Capacity Analysis
Dunn2/9S 125. Cross Sound Ferry
File: Dvdrs.wpd
1985 HCM:TWO-~ HIGHWAYS .
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, w
eekday; 1998 Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS.......... ...... ........
PERCENTAGE OF BUSES.............. ...... .....
PERCENTAGE OF RECREATIONAL VEHICLES... ......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (Up/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES........ ..... .... ...
B) CORRECTION FACTORS
2
2
5
50
.71
62 / 38
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 368
ACTUAL FLOW RATE: 518
SERVICE
LOS FLOW RATE V/C
--------- -----
A 100 .05
B 332 .17
C 645 .33
D 1195 .58
E 2133 1
LOS FOR GIVEN CONDITIONS: C
1985 HCM:TWO-~HIGHWAYS ..
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALYSIS.. ...
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION. ... East of Narrow River Rd.; 5-6 PM, weekd
ay; 1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS. . ... . ... . .......... . . ..
PERCENTAGE OF BUSES. . . . . . . . . . . . . . . . . . . . . . . . .
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN) .... ......
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES..... ...............
B) CORRECTION FACTORS
2
2
5
50
.77
54 / 46
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 360
ACTUAL FLOW RATE: 468
SERVICE
LOS FLOW RATE V/C
--------- -----
A 105 .05
B 349 .17
C 677 .33
D 1254 .58
E 2239 1
LOS FOR GIVEN CONDITIONS: C
1985 HCM:TWO-~ HIGHWAYS ~
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, week
day; 1998 Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS... . . .... ..... . ... . .....
PERCENTAGE OF BUSES.... ..... ....... ... ......
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN) ...... ....
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES.......... .... ......
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 1 .91
B 2.2 2 2.5 .84 1 .89
C 2.2 2 2.5 .84 1 .89
D 2 1.6 1.6 .84 1 .94
E 2 1.6 1.6 .87 1 .94
C) LEVEL OF SERVICE RESULTS
2
2
5
50
.5
50 / 50
10
7
78
-------------------------------------------------------------
INPUT VOLUME (vph) : 161
ACTUAL FLOW RATE: 322
SERVICE
LOS FLOW RATE V/C
--------- -----
A 107 .05
B 357 .17
C 694 .33
D 1285 .58
E 2294 1
LOS FOR GIVEN CONDITIONS: B
1985 HCM:TWO-rAHIGHWAYS .
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
at.; 1998 Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES..... .... ......... .......
PERCENTAGE OF RECREATIONAL VEHICLES.... .....
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.... . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN).. ..... ...
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES.......... ..........
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 438
ACTUAL FLOW RATE: 528
SERVICE
LOS FLOW RATE V/C
--------- -----
A 105 .05
B 349 .17
C 677 .33
D 1254 .58
E 2239 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.83
54 / 46
10
7
78
1985 HCM:TWO-~ HIGHWAYS
.
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sat.;
1998 Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS.... .... .... ... .........
PERCENTAGE OF BUSES. . . . . . . . . . . . . . . . . . . . . . . . .
PERCENTAGE OF RECREATIONAL VEHICLES... ......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.. . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN).. ........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES...... ....... . .... . .
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
2
2
5
50
.81
44 / 56
10
7
78
-------------------------------------------------------------
INPUT VOLUME (vph) : 496
ACTUAL FLOW RATE: 612
SERVICE
LOS FLOW RATE V/C
--------- -----
A 103 .05
B 344 .17
C 669 .33
D 1238. .58
E 2211 1
LOS FOR GIVEN CONDITIONS: . C
1985 HCM:TWO-4 HIGHWAYS .
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sat.
; 1998 Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS...... ..... ...... .......
PERCENTAGE OF BUSES..... ...... ...... ........
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (Up/DOWN) ..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES. ............ .... ...
B) CORRECTION FACTORS
2
2
5
50
.53
63 I 37
10
7
78
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 218
ACTUAL FLOW RATE: 411
SERVICE
LOS FLOW RATE v/c
--------- -----
A 99 .05
B 331 .17
C 642 .33
D 1188 .58
E 2122 1
LOS FOR GIVEN CONDITIONS: C
1985 HCM:TWO-~ HIGHWAYS ~
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
un.; 1998 Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS....... ........... ... ...
PERCENTAGE OF BUSES........ ... ........ ... ...
PERCENTAGE OF RECREATIONAL VEHICLES...... ...
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR........ . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (Up/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) . . .
PERCENT NO PASSING ZONES. ... ... ......... ....
B) CORRECTION FACTORS
2
2
5
50
.81
68 / 32
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 . 9 .91
B 2.2 2 2.5 .84 . 9 .89
C 2.2 2 2.5 .84 . 9 .89
D 2 1.6 1.6 .84 . 9 .94
E 2 1.6 1.6 .87 . 9 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 565
ACTUAL FLOW RATE: 698
SERVICE
LOS FLOW RATE V/C
--------- -----
A 97 .05
B 322 .17
C 624 .33
D 1156 .58
E 2064 1
LOS FOR GIVEN CONDITIONS: D
1985 HCM:TWO-~HIGHWAYS
.
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION. ... East of Narrow River Rd.; 5-6 PM, Sun.;
1998 Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS... .... ..... ..... .... ...
PERCENTAGE OF BUSES.. ........ ..... .... ......
PERCENTAGE OF RECREATIONAL VEHICLES.. .......
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.... . . . . . . . . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN) ... .... ...
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.) ...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.75
38 / 62
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 764
ACTUAL FLOW RATE: 1019
SERVICE
LOS FLOW RATE V/C
--------- -----
A 100 .05
B 332 .17
C 645 .33
D 1195 .58
E 2133 1
LOS FOR GIVEN CONDITIONS: D
.
.
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST....... ....... DEA/AFY
TIME OF ANALySIS.....
DATE OF ANALySIS..... 03-30-1999
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sun.
; 1998 Existing
AI ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
'PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN).. ........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.53
50 / 50
10
7
78
BI CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
A 2 1.8 2.2 .84 1 .91
B 2.2 2 2.5 .84 1 .89
C 2.2 2 2.5 .84 1 .89
D 2 1.6 1.6 .84 1 .94
E 2 1.6 1.6 .87 1 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 341
ACTUAL FLOW RATE: 643
SERVICE
LOS FLOW RATE V/C
---------
A 107 .05
B 357 .17
C 694 .33
D 1285 .58
E 2294 1
LOS FOR GIVEN CONDITIONS: C
Lo....lsland Transportatio"lan
Non-Motorized Count Summary
Route 25, Southold
Saturday August 2,1997
Weather: sunny,warm
Eastbound
Time Peds Bikes Skaters
10:00 AM 1 2 0
10:15AM 1 2 0
10:30 AM 4 4 0
10:45 AM 1 2 0
HR Total 7 10 0
11:00AM 5 3 1
11:15AM 4 9 0
11:30AM 6 11 0
11:45AM 8 6 0
HR Total 23 29 1
12:00 PM 6 5 0
12:15PM 2 2 0
12:30 PM 3 11 0
12:45 PM 1 2 0
HR Total 12 20 0
1:00PM 1 3 0
1:15 PM 2 5 2
1 :30 PM 0 1 0
1:45PM 3 2 0
HR Total 6 11 2
2:00 PM 0 1 0
2:15PM 1 3 0
2:30 PM 2 0 0
2:45 PM 2 4 0
HR Total 5 8 0
3:00 PM 1 5 0
3:15PM 0 3 2
3:30 PM 2 1 0
3:45 PM 1 2 0
HR Total 4 11 2
Day Total 57 89 5
Westbound
Time Peds Bikes Skaters
10:00 AM 4 1 0
10:15AM 2 4 1
10:30 AM 2 6 0
10:45 AM 2 1 1
HR Total 10 12 2
11:00AM 2 2 0
11:15AM 3 1 1
11:30AM 7 1 0
11:45AM 7 11 0
HR Total 19 15 1
12:00 PM 3 5 0
12:15PM 5 3 0
12:30 PM 7 2 0
12:45 PM 11 1 0
HR Total 26 11 0
1:00PM 2 7 2
1:15PM 5 5 0
1:30PM 0 0 1
1:45PM 3 1 0
HR Total 10 13 3
2:00 PM 1 2 0
2:15PM 3 1 0
2:30 PM 2 5 0
2:45 PM 1 3 0
HR Total 7 11 0
3:00 PM 5 2 0
3:15 PM 1 6 1
3:30 PM 7 1 0
3:45 PM 3 5 0
HR Total 16 14 1
Day Total 88 76 7
Page 1 of4
Longtland Transportation _an
Non-Motorized Count Summary
Route 25, Southold
Saturday August 9,1997
Weather: sunny,warm
Eastbound
Time Peds Bikes Skaters
10:00 AM 1 2 0
10:15AM 2 0 0
10:30 AM 4 2 0
10:45 AM 1 0 0
HR Total 8 4 0
11:00AM 1 0 0
11:15AM 2 2 0
11:30AM 0 4 0
11:45AM 0 1 0
HR Total 3 7 0
12:00 PM 5 1 0
12:15 PM 3 2 0
12:30 PM 4 5 0
12:45 PM 6 0 0
HR Total 18 8 0
1:00PM 4 1 0
1:15PM 0 3 1
1:30PM 1 2 0
1:45PM 2 0 0
HR Total 7 6 1
2:00 PM 2 1 0
2:15PM 1 4 0
2:30 PM 0 3 2
2:45 PM 0 0 0
HR Total 3 8 2
3:00 PM 0 4 0
3:15 PM 1 0 1
3:30 PM 2 1 0
3:45 PM 1 2 0
HR Total 4 7 1
Dav Total 43 40 4
Westbound
Time Peds Bikes Skaters
10:00 AM 2 4 0
10:15AM 1 0 2
10:30 AM 3 1 1
10:45 AM 1 2 0
HR Total 7 7 3
11:00AM 5 4 0
11:15AM 3 5 0
11:30AM 1 1 0
11:45AM 2 3 0
HR Total 11 13 0
12:00 PM 1 0 1
12:15 PM 5 2 0
12:30 PM 3 1 0
12:45 PM 0 2 0
HR Total 9 5 1
1:00 PM 3 4 0
1:15PM 2 5 0
1:30PM 5 0 0
1:45PM 0 2 0
HR Total 10 11 0
2:00 PM 0 0 1
2:15 PM 2 3 0
2:30 PM 1 1 0
2:45 PM 2 2 0
HR Total 5 6 1
3:00 PM 3 0 0
3:15PM 4 1 0
3:30 PM 1 2 0
3:45 PM 2 3 0
HR Total 10 6 0
Day Total 52 48 5
Page 2 of 4
Lontlsland Transportatio~lan
Non-Motorized Count Summary
Route 25, Southold
Saturday,August 16,1997
Weather: sunny,hot
Eastbound
Time Peds Bikes Skaters
10:00 AM 5 3 1
10:15AM 3 2 0
10:30 AM 1 4 4
10:45 AM 2 3 0
HR Total 11 12 5
11:00AM 4 7 2
11:15AM 3 3 1
11:30AM 5 2 0
11:45AM 1 5 0
HR Total 13 17 3
12:00 PM 3 1 0
12:15PM 5 6 1
12:30 PM 0 3 0
12:45 PM 2 2 2
HR Total 10 12 3
1:00PM 5 4 0
1:15PM 3 3 1
1:30PM 3 0 0
1:45PM 0 3 0
HR Total 11 10 1
2:00 PM 6 3 0
2:15 PM 2 5 1
2:30 PM 1 2 2
2:45 PM 2 1 0
HR Total 11 11 3
3:00 PM 3 6 0
3:15PM 1 7 2
3:30 PM 2 3 3 .
3:45 PM 4 0 0
HR Total 10 16 5
Dav Total 66 78 20
Westbound
Time Peds Bikes Skaters
10:00 AM 4 0 0
10:15AM 5 3 2
10:30 AM 1 4 1
10:45 AM 3 1 0
HR Total 13 8 3
11:00AM 6 3 0
11:15AM 5 2 1
11:30AM 3 5 3
11:45AM 1 3 0
HR Total 15 13 4
12:00 PM 5 6 1
12:15PM 6 9 2
12:30 PM 3 1 0
12:45 PM 1 2 0
HR Total 15 18 3
1:00PM 2 7 0
1:15 PM 5 2 0
1:30 PM 3 1 0
1:45 PM 4 3 0
HR Total 14 13 0
2:00 PM 0 6 1
2:15 PM 2 0 1
2:30 PM 3 1 0
2:45 PM 1 3 0
HR Total 6 10 2
. 3:00 PM 4 5 0
3:15PM 1 3 1
3:30 PM 2 1 0
3:45 PM 0 0 0
HR Total 7 9 1
Dav Total 70 71 13
Page 3 of 4
Lon"Sland Transportation~lan
Non-Motorized Count Summary
Route 25, Southold
Saturday August 23,1997
Weather: sunny,warm
Eastbound
Time Peds Bikes Skaters
10:00 AM 1 4 0
10:15AM 0 3 0
10:30 AM 3 0 0
10:45 AM 1 2 0
HR Total 5 9 0
11:00AM 0 1 1
11:15AM 4 5 0
11:30AM 3 9 0
11:45AM 1 6 2
HR Total 8 21 3
12:00 PM 2 7 0
12:15PM 5 3 1
12:30 PM 6 4 2
12:45 PM 1 1 1
HR Total 14 15 4
1:00PM 3 2 1
1:15PM 7 0 0
1 :30 PM 1 8 2
1:45PM 4 9 0
HR Total 15 19 3
2:00 PM 2 0 0
2:15PM 5 2 0
2:30 PM 0 3 0
2:45 PM 1 5 0
HR Total 8 10 0
3:00 PM 4 9 0
3:15PM 6 3 1
3:30 PM 1 2 0
3:45 PM 5 1 1
HR Total 16 15 2
Dav Total 66 89 12
Westbound
Time Peds Bikes Skaters
10:00 AM 4 12 1
10:15AM 3 3 0
10:30 AM 0 9 0
10:45 AM 1 1 2
HR Total 8 25 3
11:00AM 5 0 1
11:15AM 1 6 1
11:30AM 6 3 0
11:45AM 9 5 0
HR Total 21 14 2
12:00 PM 1 1 3
12:15PM 2 3 4
12:30 PM 4 7 1
12:45 PM 0 6 0
HR Total 7 17 8
1:00 PM 9 1 0
1:15 PM 1 2 2
1:30PM 6 2 1
1:45PM 3 6 0
HR Total 19 11 3
2:00 PM 2 2 1
2:15 PM 1 3 3
2:30 PM 1 7 0
2:45 PM 4 1 0
HR Total 8 13 4
3:00 PM 1 5 0
3:15PM 2 3 0
3:30 PM 4 1 2
3:45 PM 0 0 0
HR Total 7 9 2
Dav Total 70 89 22
Page 4 of4