HomeMy WebLinkAboutMcDonalds's TRAFFIC I STUDY
FO R
PROPOSED MCDONALD ' S
ROUTE 25, MATTITU C K ;
TOWN OF SOUTHOLD
PREPARED FOR:
MCDONALD'S CORPORATION
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PREPARED BY:
DUNN ENGINEERING ASSOCIATES
OCTOBER 1990
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.a
j TABLE OF CONTENTS
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Topic Page
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INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . 1
Purposeof Report . . . . . . . . . . . . . . . . . . . . 2
Location . . . . . . . . . . . . . . . . . . . . . . . . 2
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STUDY APPROACH . . . . . . . . . . . . . . . . . . . . . . . . 6
FACTORS AFFECTING SITE ACCESS . . . . . . . . . . . . . . . . 9
Roadway Characteristics . . . . . . . . . . . . . . . . . 10
Traffic Volumes . . . . . . . . . . . . . . . . . . . . . 10
Major Intersections . . . . . . . . . . . . . . . . . . . 10
Grades and Sight Distances . . . . . . . . . . . . . . . 11
Accident Records . . . . . . . . . . . . . . . . . . . . 12
EmergencyServices . . . . . . . . . . . . . . . . . . . 12
Planned Road Improvements . . . . . . . . . . . . . . . . 14
TRADE AREA AND DIRECTION OF APPROACH ANALYSIS . . . . . . . . 15
TRAFFIC VOLUME IN VICINITY OF SITE . . . . . . . . . . . . . . 18
Site-Generated Traffic . . . . . . . . . . . . . . . . . 19
Pass-by Traffic (Diversion Factor) . . . . . . . . . . . 22
Assignment of Site-Generated Traffic . . . . . . . . 23
Effect of Drive-Thru Window . . . . . . . . . . . . 23
INTERSECTION CAPACITY ANALYSES . . . . . . . . . . . . . . . . 28
Unsignalized Intersections . . . . . . . . . . . . . . . 29
ACCESS EXAMINATION . . . . . . . . . . . . . . . . . . . . . . 30
ROADWAY MODIFICATIONS . . . . . . . . . . . . . . . . . . . . 32
PARKING CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . 34
ANALYSIS OF SITE DESIGN . . . . . . . . . . . . . . . . . . . 36
CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . 38
APPENDIX . . . . . . . . . . . . . . . . . . . . . . . . . . . 41
Capacity Analyses
Traffic Volumes
Accident Records
Drive-Thru Window Data
INTRODUCTION
Purpose of Report
This Traffic Impact Study contains the results of a traffic engineering examination of the
proposed development of a 4,113 square foot McDonald's quick service restaurant with a drive-
, thru window. The proposed restaurant is located in Mattituck within the Town of Southold, in
Suffolk County, New York. This report appraises the traffic aspects of the proposed
development with particular emphasis on its impact on the surrounding street and highway
network.
Location
The proposed restaurant will be on a 2.99 acre parcel on the south side of N.Y.S. Route,25 in
Mattituck.
Figure 1, Area Map, indicates the location of the Town of Southold in the New York
Metropolitan area. The location within Mattituck is shown in Figure 2, Location Map, while
Figure 3, Site Map, presents the boundaries of the property and the adjacent roadway network.
The property is presently vacant and undeveloped.
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TOWN OF _
SOUTHOLD
1
CONN. LONG ISLAND SOUND
ROCKLAND
WESTCHESTER
SUFFOLK
N. J.
BRONX
NASSAU
QUEENS
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KINGS
FIGURE 1
RICHMOND p
AREA MAP
DUNN ENGINEERING , P . C .
SCALE: DATE: PAGE:
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1 ' = 7.4 mi AUGUST 1990 3
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FIGURE 2
_! �, ° / �° = .••, LOCATION MAP
DUNN ENGINEERING ASSOCIATES
• SCALE: DATE: PAGE:
o •�•. 1"=1000' AUGUST 1990 4
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SITE
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FIGURE 3
SITE MAP
SCALE: 1"=400' 6
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HOVOUddV Aanis
As part of the preparation of this Traffic Impact Study, the following tasks were undertaken:.
1. Several personal, on-site field observations were made to'observe the traffic movements,
under various conditions.
2. A physical inventory was made of the adjacent street network.
3. 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.
4. Supplementary manual traffic counts were collected as necessary to update.the available
volume counts.
5. An examination was made of the traffic flow on N.Y.S. Route 25 in the vicinity of the
site.
6. An evaluation was 'made of the safety factors by reviewing recent accident records
obtained from the New York State'Department of Transportation:"
7. A trip generation analysis was performed to determine the additional traffic attributable
to the proposed McDonald's Restaurant.
8. A directional distribution analysis was made to distribute the site-generated traffic onto
the surrounding street network.
9. A trip assignment analysis was performed to examine the composite traffic volumes that
would result due to the addition of-the site-generated traffic' to the existing traffic
volumes, in order to determine the traffic impacts on the surrounding roadways.
10., A review'of the access arrangements was made.
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11. An evaluation of the proposed parking was made in regard to traffic circulation, safety,
maintenance, and adequacy of layout.
12. Roadway improvements were examined to determine their potential to safely handle the
increase in traffic generated by the proposed development.
13. Discussions were held with representatives of the New York State Department of
Transportation and the Town of Southold to review the traffic aspects of this project.
14. Conclusions were made of the traffic impact of the development as a result of the data
and facts gathered in this study.
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FACTORS
AFFECTING
SITE ACCESS
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Roadway Characteristics
The major roadway providing access to the site is New York State Route 25. Route 25 is an
east/west New York State roadway. In the vicinity of the site, Route 25 consists of two lanes
(one in each direction).
Traffic Volumes
The 1990 Average Annual Daily Traffic (AADT) on N.Y.S. Route 25 in the vicinity of the site
is approximately 11,500 vehicles.
Machine, traffic volume count information obtained from the New York State Department of
_ Transportation, as well as intersection turning movement counts collected by Dunn Engineering
Associates are contained in the section of the Appendix entitled "Traffic Volume Counts".
Major Intersections
There are no signalized intersections in the vicinity of the site. The following unsignalized
intersections were selected for analysis:
- Route 25 at Laurel Lake Drive (west of the site).
- Route 25 at Bray Avenue (west of the site).
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- Route 25 at Factory Avenue/Sigsbee Road (east of the site).
The lane configurations at the T-intersection approaches of Route 25 at Laurel Lake Drive are:
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1. Eastbound Route 25 Approach: One lane. (A combined left turn/thru
lane).
2. Westbound Route 25 Approach: One lane. (A combined right turn/thru
l lane).
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3. Southbound Laurel Lake Drive Approach: One lane. (A combined left turn/right
turn lane).
The lane configurations at the T-intersection approaches of Route 25,at Bray Avenue are:
1. Eastbound Route 25 Approach: One lane. (A combined right turn/thru
lane).
2. Westbound Route 25 Approach: One lane. (A combined left turn/thru
lane).
P 3. Northbound Bray Avenue Approach: One lane. (A combined left turn/right
turn lane).
The lane configurations at the offset intersection approaches of Route 25 at Factory
Avenue/Sigsbee Road are:
1. Eastbound Route 25 Approach: One lane. (A combined left turn/
thru/right turn lane).
2. Westbound Route 25 Approach: One lane. (A combined left turn/
thru/right turn lane).
3. Southbound Factory Avenue Approach: One lane. (A combined left turn/
thru/right turn lane).
4. Northbound Sigsbee Road Approach: One lane. (A combined left turn/
thru/right turn lane).
Grades and Sight Distances
In the vicinity of the proposed site driveways, the grades on Route 25 are essentially flat and
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there are no appreciable horizontal curves. As a result, no sight distance restrictions occur.
Accident Records
Information was obtained from the New York State Department of Transportation on accidents
that have occurred in the immediate vicinity of the site from 1986 through 1988. This data
makes it possible to identify existing accident hazards and to evaluate what effects the proposed
development would have on the rate of accidents in the area.
Table 1, " Accident Summary", presents the accidents that have occurred at the intersections and
highway sections in the vicinity of the site during the three most recent years for which data is
available.
Examinations of the accident records revealed that there were no high accident locations in the
immediate vicinity of the proposed McDonald's Restaurant site. Furthermore, the presence of
the proposed McDonald's is not expected to substantially increase the rate, of occurrence of
accidents.
Emergency Services
The availability of police protection and fire protection services in the vicinity of the proposed
' site is excellent. The area of the proposed site is patrolled by the -Southold Town Police
Department. At present, numerous Southold Town Police patrols travel past the site.
The site is located in the Mattituck Fire District. The nearest firehouse headquarters is located
approximately 1.5 miles east of the site at the southeast corner of Wickham Avenue and Pike
Street.
Due to the close proximity of the firehouse and the presence of police patrols, excellent
emergency services are available to service the site of the proposed McDonald's Restaurant.
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NUMBER OF ACCIDENTS {
LOCATION 1986 1987 1988
NOW NOW NON-
REPORTABLE REPORTABLE REPORTABLE REPORTABLE REPORTABLE REPORTABLE
,:<
NewYOrk State Route 25 at 0 1 0 0 0 0
Laurel Lake Drive
New York State Route 25
between Laurel take]Drive and 1 0 0 2 5 1
Old Main Road/Bray Avenue
New York State Route 25 at 0 1 3 1 1 1
Old Main Road/Bray Avenue
New York State Route 25
between Old Main Road/Bray 1 0 2 2 2 0
Avenue and Sigsbee Road
New York State Route 25
at Sigsbee Road 0 1 1 0 0 1
New York State Rotue 25 between 1 1 0 0 1 1 :;
Sigsbee Road and FactoryAvenue :r'
New York State Route 25
at Factory Avenue 1 0 3 0 3 0
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Note: Non-reportable accidents are those accidents that are not required to be reported to the Department of Motor Vehicles
TABLE 1
ACCIDENT SUMMARY
Planned Roadway Improvements
Discussions with the New York State Department of Transportation revealed that there are no
significant projects planned to reconstruct Route 25 in the vicinity of the proposed McDonald's
Restaurant.
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TRADE AREA
AND DIRECTION OF
APPROACH ANALYSIS
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In order to determine the origins and destinations of site-generated traffic for the proposed
McDonald's facility, a directional distribution analysis was performed. This analysis was
performed utilizing a) census information contained in the publication "Population Survey" which
contains current population estimates for Nassau and Suffolk Counties, and b) traffic turning
movement count-information collected on a weekday and a Saturday at key intersections near
the site. The Population Survey is published by the Long Island Regional Planning Board and
the Long Island Lighting Company.
Figure 4, "Directional Distribution of Site-Generated Traffic", presents the directional distribution'
of traffic entering and leaving the proposed McDonald's Restaurant.
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W
OR
• v
LCL 4%
N.Y.S. ROUTE 25 MAIN RD.
f35% 38% X46% —42%
3% 46%
' �— - �- � • 59'0
51% _ 54% 38% 57% •
—� 62%
Lj 3%
cc
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FIGURE 4
DIRECTIONAL DISTRIBUTION
OF SITE-GENERATED TRAFFIC
NOT TO,SCALE
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TRAFFIC VOLUME
IN VICINITY OF SITE
1.8
Site-Generated Traffic
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Traffic generation rates for land uses such as McDonald's Restaurants are normally estimated
as trips per 1,000 square feet of gross floor area (GFA) or trips per seat. Both methods were
used in this study.
4 In order to estimate the traffic generated at the proposed Mattituck facility, a study was
conducted of an existing operating McDonald's Restaurant in the Town of Riverhead. The
site studied is the McDonald's Restaurant on County Road 58.
It should be noted that the McDonald's facility in Riverhead displays highly seasonal traffic
volume characteristics. For this reason, traffic volume counts were performed on a peak
summer weekday and Saturday.
Table 2, "Existing Traffic Generation Data - McDonald's - Riverhead" presents the traffic data
collected and the resulting generation rates during peak restaurant periods at that location.
Table 3, "Site-Generated Traffic Analysis", shows the estimate of site-generated traffic anticipated
during typical peak hours at the proposed Mattituck site. The estimates in this table are based
T on the studies conducted at the existing McDonald's Restaurant in Riverhead. For comparison,
figures are presented from the ITE Trip Generation Manual (Land Use Code 834) Quick
Y:
Service Restaurant with Drive-Thru Window. � It should be noted that this ITE data includes
Dunkin' Donuts restaurants. Thus, using ITE data to.estimate site-generated traffic volumes for
McDonald's would result in weekday A.M. peak hour volume estimates that are too high and
weekday P.M. peak hour volume estimates that are too low, compared to the observed volumes
at a comparable McDonald's in the Town of Riverhead. While the data obtained from the
McDonald's in Riverhead are believed to be more realistic, the McDonald's in Mattituck is
expected to generate less traffic than the existing facility in Riverhead. This is due to the fact
i that existing traffic volumes on the roadway abutting the Riverhead site are higher than the
existing volumes at the proposed Mattituck site. Therefore, using the data obtained from the
Riverhead facility in our trip generation analyses yields results which are conservative.
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Gross Floor Area (GFA): 3,955 S.F.
Number of Seats: 107
Type: Drive thru and sit down.
TIME PERIOD OBSERVED DRIVEWAY RATE PER 1000 RATE PER SEAT
VOLUMES (Total) S.F.GFA
Weekday
7:00-8:00 AM 60 15.2 .56
8:00-9:00 AM 72 18.2 .67
11:0042 Noon 202 51.1 1.89
12:00.1:00 PM 501 126.7 4.68
1;00-2:00 PM 308 77.9 2.89
4:00-5:00 PM 115 29.1 1.07
5:00-6:00 PM 135 34.1 1.26 vi
- Saturday : f
11:00-12 Noon 230 58.2 2.15
12:001:00 PM 244 61.7 2.28
1:002:00 PM 194 49.1 1.81
•:.x::•::,x:::S rJ.v::.+4::5:.•:'S'v:,:.v:•Sr':SSr+1.v.•x.:xnG}.:.::vrS::SS:•S?:vSr::.:::}.vv::.:•h.:.4.•.:•:..ti i.:iv.::::{1'1.:.,:i.::•::,A.........is+ ..ti: :.:: v:.S.•'.•t•::i?+.{:tinti::•xk•'•i.S'r'r$.L:::S..•r..•r...r.:..: :'�+C
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TABLE 2
EXISTING TRAFFIC GENERATION DATA
MCDONALD'S - RIVERHEAD
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Gross Floor Area (GFA): 4,113 SF (Approx.)
Number of Seats: 90
Type: Drive-thru and sit down.
Estimates Based Estimates Based Estimates Based Combined ,
on
ITE Manual on GFA on Seats Estimates
- "
Generated Generated Generated Generated -
Traffic Rate Per 1,OQ0 , Traffic Rate Per Traffic Traffic
(In &Out) S.F. GFA (In Out) Seat (In&Out) (In&,Out)
weekday
7:00-8:00 AM 15.2 63 .56 5o 57
8:00-9:00 AM 285 18.2 75 .67 60 68
N 11:00-12 Noon 51.1 210 1.89 170 190
N
12;001:00 PM 126.7 521 4.68 421 471
1*00-2:00 PM 77.9 320 2.89 260 290
4:00-5:00 PM 29.1 120 1.07 96 108
5:00-6:00 PM 197 34.1 140 1.26 113 127
:f
Saturday
11:00-12 Noon 246 58.2 . 239 2.15 194 216
12:001:00 PM 61.7 254 2.28 205 230
1:002:00 PM 49.1 202 1.81 163 183
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* = Average of GFA method and per seat method.
TABLE 3
SITE-GENERATED TRAFFIC
It can be seen by examining Table 3 that the highest site-generated traffic can be expected to
occur on a weekday between 12:00 Noon and 1:00 P.M., when about 471 vehicles will be
diverted and generated by the proposed McDonald's Restaurant (236 in and 235 out). During
the weekday A.M. and P.M. hours, the site-generated volumes will be significantly lower.
Pass-By Traffic (Diversion Factor)
For the purposes of this report, the combination of "generated" and "diverted" traffic is the basis
of generation rates. However, there is a significant difference. Generated traffic should be
designated more properly as "created" traffic, that is, created or generated solely because the
facility is there. In other words, a trip is made specifically to patronize McDonald's. Pass-by
or diverted traffic is traffic which set out for another trip purpose, and as a result of noticing
the quick service facility, utilizes it.
Various studies indicate that 35% to 86% of traffic patronizing McDonald's restaurants is
diverted from existing traffic. A license plate matching study conducted for McDonald's by
Barton Aschman Associates in 1979 reported a diversion factor of 35% to 55%. Extensive
customer surveys by McDonald's (based on 20,000 customer interviews) indicate a diversion rate
of 67%.
Traffic engineering studies of existing McDonald's Restaurants in New York State found even
higher pass-by-rates. In one instance the pass-by rate was 72%, and was as high as 86% at
another McDonald's Restaurant. Therefore, a pass-by rate of 70% is reasonable, given the fact
that it is substantiated by the results of a survey with a very large base of information (70,000
customer responses) relating specifically to McDonald's customers.
On this basis, for the weekday restaurant peak hour of 12:00 Noon to 1:00 P.M. the 471 vehicles
( 236 in and 235 out) generated by the site will actually add only 141 vehicles to the adjacent
intersections. During the 5:00 to 6:00 P.M. peak traffic hour on Route 25, the facility will
generate approximately 127 vehicles (64 in and 63 out) but will add only 38 vehicles ( 19 in
and 19 out) to the adjacent intersections. These increases will not have a significant impact on
the operation of the adjacent intersections.
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i The results of the trip generation analysis are summarized in Table 4, "Site-Generated Traffic
Summary, Proposed McDonald's - Mattituck".
Assignment of Site-Generated Traffic
The site-generated traffic estimates and the directional distribution were utilized to assign traffic
volumes at the proposed access points and on the adjacent roadway network.
Figure 5, "Assignment of Site-Generated Traffic, Weekday Peak Hours", assigns the site-
generated traffic during the peak morning weekday hour of 8:00 to 9:00 A.M., the peak weekday
midday hour of 12:00 P.M. to 1:00 P.M. and the peak weekday evening hour of 5:00 to 6:00
P.M.
Figure 6, "Assignment of Site-Generated Traffic, Saturday Peak Hour", assigns the site-generated
traffic during the Saturday peak hour of 12:00 Noon to 1:00 P.M.
Effect of Drive-Thru Window
A drive-thru window is a convenience factor which does increase the frequency of customer
visits, but only by a negligible amount. Based upon McDonald's sales records, the increases in
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sales due to a drive-thru window occur mostly from 11:00 A.M. to 4:00 P.M. and after 6:00 P.M.
in the evening. The addition of a drive-thru window does not substantially affect peak street
hour traffic. Based on data obtained from 46,000 McDonald's customer questionnaires, for every
1,000 transactions at a non-drive thru store, there will be 1,043 transactions at a drive-thru store.
Details on this data are shown in the section of the Appendix entitled "Drive-Thru Window
Data". These generation effects have already been factored into the trip generation values used
in the analyses.
Furthermore, a drive-thru window decreases on-site pedestrian traffic and the demand for on
site parking which could be considered a benefit to the site plan.
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VEHICLES PER HOUR
WE8KDAY SATURDAY
AM PEAK HOUR MIDDAY PM PEAK HOUR MIDDAY PEAK
HOUR
Enter Exit Enter Exit Enter Exit Enter Exit
Projected Site 34 34 236 235 64 63 115 115
Driveway Volumes
Driveway Volume
That Will Be 24 24 165 165 45 45 81 81
Pass-By Vehicles
Net New Traffic on
Adjacent Streets 10 10 71 70 19 18 34 34
TABLE 4
SITE-GENERATED TRAFFIC SUMMARY
PROPOSED MCDONALD'S - MATTITUCK
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KEY: 1'
00 =8-9AM Q
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(00) =12 NOON-1 PM
COO] =6-6PM
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N.Y.S.- ROUTE 25 MAIN RD. o
N
12-40 13(8913(x)C243 001 6009)[303 14(99) 271
1(7)C22
�— 16(109)C301 2(12)C33
17(120)[331 , 18(127)C343 13(89)C24 19(134)
—� 21(146)C391
n -
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a O W
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0
FIGURE .5
ASSIGNMENT OF SITE-GENERATED TRAFFIC
WEEKDAY
NOT TO SCALE
N
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N.Y.S. ROUTE 25 MAIN RD.
1 44 53 4s
3 535
5_9� 62 44 � �66�
71
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FIGURE 6
ASSIGNMENT OF SITE-GENERATED TRAFFIC
SATURDAY
NOT TO SCALE
N
Personal observation of the drive-thru window at the Riverhead site on County Road 58 during
peak hours showed an average queue of 6 cars, with a maximum of 8. At no time did the
queue for the drive-thru window cause traffic to back up onto the external street network.
Based on these observations, the proposed storage and design are adequate for the Mattituck
site.
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INTERSECTION
CAPACITY ANALYSIS
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Unsignalized Intersections
In order to examine the impact of site-generated traffic, unsignalized capacity analyses were
performed to determine the ability of vehicles to safely negotiate turns and thru movements at
each of the key locations noted below:
- Route 25 at Laurel Lake Drive
- Route 25 at Bray Avenue
- Route 25 at Factory Avenue/Sigsbee Road
- Route 25 at the proposed McDonald's site access driveways
Unsignalized capacity analysis first determines how long a gap in traffic must be in order for a
vehicle to safely execute a particular movement, and then determines how many such gaps in
traffic will exist during the time period analyzed. This number of available gaps in traffic is then
compared to the volume of traffic seeking to execute the movement.
The analyses were performed for a) the 1990 existing condition without the site (1990 Existing),
b) the 1991 projected traffic without the site traffic (1991 No-Build), and c) the 1991 composite
condition with site traffic (1991 Composite). The analyses were performed in accordance with
the methodology set forth in the latest (1985) edition of the Highway Capacity Manual.
Summaries of the results of the unsignalized capacity analyses are contained in Table A in the
Appendix under "Intersection Capacity Analyses".
The results of these analyses indicate that there will be a sufficient number of gaps in the traffic
flow to allow for safe ingress and egress at the intersections and the site driveways.
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ACCESS EXAMINATION
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In order to develop an access plan which will cause minimal interference to the flow of traffic
on Route 25, the site plan provides two access driveways. The westerly driveway will serve as
an entrance only with right turns in and left turns in permitted. The driveway will consist of
one lane for entering traffic. The easterly driveway will serve as an exit only with left and right
turns out permitted. The exit driveway will consist of a separate left turn exit lane and a
separate right turn exit lane.
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ROADWAY
MODIFICATIONS
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The unsignalized intersection capacity analyses performed for this study on Route 25 at the site
access driveways indicate that vehicles entering and exiting the site can do so safely.
Observations of lane layouts along Route 25 within Mattituck in the vicinity of the site revealed
that separate left turn lanes are not present at the existing major office and retail shopping
centers; however, the flow of thru traffic is not impeded by left turning vehicles since the thru
vehicles are able to pass on the right of the left turning vehicles. This same situation is expected
to occur on Route 25 in the vicinity of the proposed site entrance driveway. As a result, no
separate turning lanes are required on Route 25 at the site entrance driveway.
Thus, the proposed roadway modifications along the site frontage on Route 25 that will be
implemented by the McDonald's Corporation include concrete curb and concrete sidewalk in
accordance with the requirements of the New York State Department of Transportation.
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PARKING
CONSIDERATIONS
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Applicable sections of the Town of Southold code require that 83 parking spaces be provided
for the proposed McDonald's Restaurant (one space per 50 square feet of building size).
However, the McDonald's Restaurant in Riverhead has 48 parking spaces, and the McDonald's
Restaurant in Southampton has 37 spaces. Therefore, pursuant to discussions with the Planning
Department, it is proposed that 55 spaces be provided at this time, with an additional 28 spaces
landbanked. These spaces could be constructed in the future, in the unlikely event that they
are needed. In this manner, more of the site will be maintained as green, or landscaped area,
until such time as the additional parking spaces are needed.
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ANALYSIS OF
SITE DESIGN
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The proposed site design for this location was evaluated for easy access and a good internal
circulation and parking system. The following items were reviewed and found to be well within
good traffic engineering practices: driveway widths, curb and turning lane radius, location of
driveway, internal storage, size, location and number of parking stalls, internal circulation
patterns and overall safety of design.
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In addition to these general factors, special consideration was given to the design and functions
of the drive-thru window. The stacking reservoir and turning radii are properly designed for the
anticipated use. No interference with on-site parking or circulation is anticipated.
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37
I
CONCLUSIONS
38
i
Our traffic engineering study and analysis have led us to conclude that: (a) the continuity of the
traffic flow on the adjacent roadways will not be disrupted; (b) no adverse traffic impact will
occur; and (c) undue traffic congestion will not be created by the addition of traffic from the
proposed McDonald's restaurant.
Although the development will result in an increase in the traffic flow, the existing highway and
street network will be able to handle this additional traffic. As a result, the proposed site
development will provide a safe and efficient traffic operation for the restaurant users and will
minimize disruption of thru traffic. The following points should be recognized:
1. Although the site will generate additional traffic, this traffic can be adequately handled
by the adjacent roadway network, the proposed access locations, and the internal parking
lot layout.
2. Provisions made for on-site parking will be ample to meet the activities of the
McDonald's restaurant. Parking will be provided through the construction of 55 parking
spaces, with 28 additional spaces land-banked for construction in the future, if needed.
3. The location and design of the access points to the proposed site will provide the traffic
service required. In order to develop an access plan which will cause minimal
interference to the flow of traffic on Route 25, the site plan provides two access
! driveways. The westerly driveway will serve as an entrance only with right turns in and
4
left turns in permitted. The driveway will consist of one lane for entering traffic. The
i easterly driveway will serve as an exit only with left and right turns out permitted. The
-- exit driveway will consist of a separate left turn exit lane and a separate right turn exit
lane. Traffic entering the site will be separated into a drive-thru component and a
component that will utilize on-site parking.
4. In the vicinityof the proposed site driveways, the grades on Route 25 are essential) flat
P P Y � g Y
and there are no appreciable horizontal curves. As a result, no sight distance restrictions
occur.
39
' I
5. The existence of a drive-thru window will reduce pedestrian traffic on the site as well as
reduce the demand for on-site parking, thereby improving the overall traffic aspects of
the site.
6. The proposed McDonald's restaurant facility will generate a peak hour (noon to 1:00
P.M.) traffic flow to and from the site of 471 vehicles per hour ( 236 in and 235 out),
which represents both ingress and egress movements at all access points. This figure
represents that amount of traffic which is diverted from other trip purposes (pass-by) plus
the traffic whose sole trip purpose is to patronize McDonald's. Studies indicate that the
net impact of traffic on the adjacent streets is approximately 30% of the total driveway
volumes. On this basis, for the 12:00 Noon to 1:00 P.M. peak hour of the site, the 471
vehicles generated by the site will actually add only 141 vehicles to the adjacent roadways.
During the 5:00 to 6:00 P.M. weekday peak hour the site will generate 127 vehicle trips
but will actually add only 38 vehicles to the adjacent roadways. This increase in traffic
will not have a significant impact on the operation of the adjacent intersections.
7. The intersection capacity analyses of the peak composite hour of highway traffic and
restaurant activity indicates that no adverse traffic impacts are expected on the adjacent
roadway system.
8. The availability of police protection and fire protection services in the vicinity of the
proposed development is excellent. Due to the excellent patrol coverage of the Police
Department and the close proximity of the firehouse, it should be recognized that
excellent emergency services are available to service the site.
As a result, based upon traffic engineering and safety considerations, it is recommended that the
proposed development of the McDonald's restaurant facility be approved.
40
i
�M
APPENDIX
41
a i
i
i
1
i
Capacity Analyses
ANTICIPATED VOLUME POTENTIAL VOLUME
CRITICAL (VEHICLES/HOUR) * (VEHICLES/HOUR)
GAP
LOCATION/MOVEMENT (SECONDS) A.M. MID P.M. SAT. A.M. MID P.M. SAT.
1990 EXISTING
i
Northbound to Westbound
Left Turn From Sigsbee 7.40 4 4 10 20 141 116 82 38
Road
Northbound Thru on
Factory Avenue/Sigsbee 6.90 2 8 8 24 217 161 121 71
Road
Northbound to Eastbound
Right Turn from 6.10 22 24 33 51 641 503 449 360
Sigsbee Road
Combined Northbound -- 28 36 51 95 661 416 339 119
Approach -
Southbound to Eastbound
Left Turn from 7.40 36 36 32 63 180 123 87 39
Factory Avenue
Southbound Thru on
Sigsbee Road/Factory 6.90 7 7 10 24 223 164 124 72
Avenue
Southbound to Westbound
Right Turn from 6.10 83 40 46 70 565 554 523 393
i Factory Avenue
Combined Southbound -- 126 83 88 157 598 491 364 127
Approach
Eastbound to Northbound 5.30 55 31 54 37 677 667 632 491
Left Turn from Route 25
Westbound to Southbound 5.30 20 35 44 41 770 622 560 458
Left Turn from Route 25
1991 NO-BUILD
Northbound to Westbound
Left Turn from Sigsbee 7.40 4 4 10 21 133 109 76 37
Road
Northbound Thru on 6.90 2 8 8 25 206 152 115 71
Factory Avenue/Sigsbee
Road
Northbound to Eastbound
Right Turn from Sigsbee 6.10 23 25 34 52 631 492 438 348
Road
! Combined Northbound -- 29 37 52 98 643 400 323 112
Approach
Southbound to Eastbound
! Left Turn from Factory 7.40 37 37 33 65 169 116 81 38
' Avenue
Southbound Thru on
Sigsbee Road/Factory
Avenue 6.90 7 7 10 25 212 156 117 71
* Volumes are in passenger car equivalents.
TABLE A
ROUTE 25 AT FACTORY AVENUE/SIGSBEE ROAD
ANTICIPATED VOLUME POTENTIAL VOLUME
CRITICAL (VEHICLES/HOUR) * (VEHICLES/HOUR)
GAP
LOCATION/MOVEMENT (SECONDS) A.M. MID P.M. SAT. A.M. MID P.M. SAT.
1991 NO-BUILD
Southbound to Westbound
Right Turn from Factory 6.10 85 41 47 73 555 544 512 380
Avenue
Combined Southbound -- 129 85 90 163 575 473 347 119
Approach
Eastbound to Northbound 5.30 57 32 55 39 666 655 619 476
Left Turn from Route 25
Westbound to Southbound 5.30 21 36 45 42 760 609 547 446
Left Turn from Route 25
1991 BUILD
Northbound to Westbound
Left Turn from Sigsbee 7.40 4 4 10 21 130 95 72 36
Road
Northbound Thru on 6.90 2 8 8 25 202 134 111 71
Factory'Avenue/Sigsbee Rd
Northbound to Eastbound
Right Turn from Sigsbee 6.10 23 25 34 52 626 465 432 339
Road
Combined Northbound -- 29 37 52 98 634 357 312 110
Approach
Southbound to Eastbound
Left Turn from Factory 7.40 37 37 33 65 165 101 78 38
Avenue
Southbound Thru on
Factory Avenue/Sigsbee 6.90 7 7 10 25 208 137 113 71
Road
Southbound to Westbound
Right Turn from Factory 6.10 85 44 48 74 552 524 507 372
Avenue I
Combined Southbound -- 129 88 91 164 567 333 339 i 117
Approach
Eastbound to Northbound 530 58 36 56 41 663 632 613 467
Left Turn from Route 25
Westbound to Southbound 5.30 21 36 45 42 755 580 540 436
Left Turn from Route 25
* Volumes are in passenger car equivalents
TABLE A, Cont'd.
ROUTE 25 AT FACTORY AVENUE/SIGSBEE ROAD
ANTICIPATED VOLUME POTENTIAL VOLUME
CRITICAL (VEHICLES/HOUR) * (VEHICLES/HOUR)
GAP
LOCATION/MOVEMENT (SECONDS) A.M. MID P.M. SAT. A.M. MID P.M. SAT.
ROUTE 25 AT THE WESTERN
SITE DRIVEWAY
(ENTER ONLY)
1991 BUILD
Northbound to Westbound
Left Turn out of 7.40 1 1 1 1 162 96 91 57
Dway
Northbound to Eastbound
Right Turn out of 6.10 1 1 1 1 584 478 399 324
Dway
Combined Northbound -- 2 2 2 2 746 I 574 490 381
Approach
Westbound to Southbound
' Left Turn from 5.30 18 120 32 58 704 552 494 407
Route 25
ROUTE 25 AT THE EASTERN
SITE DIRVEWAY
(EXIT ONLY)
1991 BUILD
Northbound to Westbound
Left Turn out of 7.40 14 98 26 48 171 145 102 63
Dway
Northbound to Eastbound
Right Turn out of 6.10 23 161 43 78 590 521 408 338
Dway
Combined Northbound -- 37 259 69 126 761 666 510 401
L Approach
Westbound to Southbound
Left Turn from 5.30 1 1 1 1 717 642 516 437
Route 25
* Volumes are in passenger car equivalents
TABLE B
ROUTE 25 AT PROPOSED MCDONALD'S SITE DRIVEWAY
ANTICIPATED VOLUME POTENTIAL VOLUME
i CRITICAL (VEHICLES/HOUR) * (VEHICLES/HOUR)
i GAP
LOCATION/MOVEMENT (SECONDS) A.M. MID P.M. SAT. A.M. MID I P.M. SAT.
1991 EXISTING
Northbound to Westbound
Left Turn out of 7.40 28 14 8 261 164 104
Bray Avenue
I '
Northbound to Eastbound
Right Turn out of 6.10 52 25 36 655 519 455
Bray Avenue
Combined Northbound -- 80 39 44 351 251 242
Approach
Westbound to Southbound
Left Turn from 5.30 23 35 91 785 636 560 f
Route 25
1991 NO-BUILD
LOCATION/MOVEMENT
r
Northbound to Westbound
Left Turn out of Bray 7.40 I 29 14 8 250 155 98
Avenue
Northbound to Eastbound
Right Turn out of 6.10 53 26 37 646 508 444
Bray Avenue
Combined Northbound -- 82 40 45 334 242 232
Approach
Westbound to Southbound
Left Turn from Route 25 5.30 24 36 94 776 624 548
1991 BUILD
LOCATION/MOVEMENT
Northbound to Westbound
Left Turn out of Bray 7.40 29 14 8 246 141 95
i
Avenue
+-- Northbound to Eastbound
Right Turn out of Bray 6.10 53 29 39 642 483 439
Avenue
Combined Northbound -- 82 43 47 329 224 227
Approach
Westbound to Southbound
Left Turn from Route 25 5.30 24 39 95 771 596 541
* Volumes are in passenger car equivalents.
TABLE C
ROUTE 25 AT BRAY AVENUE
ANTICIPATED VOLUME POTENTIAL VOLUME
CRITICAL (VEHICLES/HOUR) * (VEHICLES/HOUR)
GAP
LOCATION/MOVEMENT (SECONDS) A.M. MID P.M. SAT. A.M. MID P.M. SAT.
1990 EXISTING
Southbound to Eastbound
Left Turn From Laurel 7.40 1 7 0 4 240 177 133 108
Lake Drive
Southbound to Westbound
Right Turn out of 6.10 3 0 4 4 588 597 532 494
Laurel Lake Drive
Combined Southbound -- 4 7 ! 4 8 428 171 527 168
Approach
Eastbound to Northbound
Left Turn from 5.30 I 0 0 6 2 716 I 725 654 I 611
Route 25
1991 NO-BUILD
Southbound to Eastbound I 7.40 1 7 0 I 4 231 166 125 101
Left Turn out of Laurel
Lake Drive
Southbound to Westbound 6.10 3 0 4 4 579 589 521 482
Right Turn out of
Laurel Lake Drive
Combined Southbound -- 4 7 4 8 417 160 517 158
Approach
Eastbound to Northbound 5.30 0 0 6 2 706 716 642 598
Left Turn from Route 25
1991 BUILD
Southbound to Eastbound 7.40 1 7 I 0 4 228 152 121 I 96
Left Turn out of Laurel
Lake Drive
Southbound to Westbound
Right Turn out of Laurel 6.10 3 0 4 4 576 I 571 517 474
Lake Drive
Combined Southbound -- 4 7 4 8 413 146 512 151
Approach
Eastbound to Northbound
Left Turn from Route 25 5.30 0 0 6 2 -703 697 637 589
* Volumes are in passenger car equivalents.
TABLE D
ROUTE 25 AT LAUREL LAKE DRIVE
ROUTE 25 AT FACTORY AVENUE/SIGSBEE ROAD
1990 EXISTING TRAFFIC
i
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
LEFT 50 18 4 33
THRU 360 445 2 6
RIGHT 5 35 20 75
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 2
I
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
I
? PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- --------=------- -----------------
j EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
-- ---------------------------------------------------------------------
1
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
_ (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
MINOR RIGHTS
NB 6. 10 6.10 0.00 6. 10
SB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
- EB 5.30 5.30 0.00 5. 30
WB 5.30 5.30 0.00 5. 30
MINOR THRO1fGHS
� E NB 6.90 6.90 0.00 6.90
SB 6.90 6.90 0.00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7'.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
CAPACITY AND LEVEL—OF—SERVICE Page-3
---------------------------------------------------------------------
POTEN— ACTUAL
FLOW— TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c — v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 4 169 141 141 136 D
THROUGH 2 232 217 > 217 > 215 > C
RIGHT 22 641 641 > 544 641 > 520 619 >A A
MINOR STREET
' I SB LEFT 36 197 180 180 143 D
THROUGH 7 238 223 > 2'23 > 216 > C
RIGHT 83 565 565 > 507 565 > 418 482 >A A
-I MAJOR STREET
EB LEFT 55 677 677 677 622 A
c WB LEFT 20 770 770 770 750 A
IDENTIFYING INFORMATION
----------------=----------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 8-9 AM
` OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
i_
I
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 28 32 4 33
THRU 549 461 7 6
RIGHT 3 32 22 36
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 2
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
„ ------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
r
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0. 00 6. 10
SB 6. 10 6. 10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5. 30 0. 00 5. 30
WB 5.30 5. 30 0. 00 5.30
MINOR THROUGHS
i NB 6.90 6.90 0.00 6. 90
SB 6.90 6.90 0. 00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . ... . . NYS RTE 25
r NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 4 133 116 116 112 D
THROUGH 8 171 161 > 161 > 153 > D
RIGHT 24 503 503 > 332 503 > 300 479 >B A
MINOR STREET
SB LEFT 36 139 123 123 87 E
THROUGH 7 175 164 > 164 > 158 > D
RIGHT 40 554 554 > 414 554 > 368 515 >B A
' MAJOR STREET
EB LEFT 31 667 667 667 636 A
WB LEFT 35 622 622 622 587 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
i �
,
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
, j
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
i
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
I
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
' ! OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
; i
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 49 40 9 29
THRU 631 505 7 9
RIGHT 8 34 30 42
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 2
I
LANE USAGE L + TR L + TR
I
,
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
a i
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0. 00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
, t
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
------ -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6. 10 0.00 6. 10
SB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5. 30
WB 5.30 5.30 0.00 5.30
MINOR THROUGHS
i NB 6.90 6.90 0. 00 6.90
SB 6.90 6.90 0.00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1996 EXISTING
i
I CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 10 100 82 82 72 E
THROUGH 8 134 121 > 121 > 114 > D
RIGHT 33 449 449 > 297 449 > 257 416 >C A
MINOR STREET
SB LEFT 32 105 87 87 56 E
THROUGH 10 137 124 > 124 > 114 > D
RIGHT 46 523 523 > 333 523 > 277 477 >C A
MAJOR STREET
EB LEFT 54 632 632 632 578 A
WB LEFT 44 560 560 560 516 A
i IDENTIFYING INFORMATION
---------------------------------------------------------------------
�- NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
1
1985 HCM: - UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY 12-1 PM
' OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
I ,
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 34 37 18 57
THRU 783 719 22 22
RIGHT 13 25 46 64
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 2 2
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
-----------------------------------------------------7---------------
SU TRUCKS COMBINATION
AND RV'S VEHICLES MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
----------------------------------- -----------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0. 00 6. 10
SB 6. 10 6. 10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5.30
WB 5.30 5.30 0.00 5.30
MINOR THROUGHS
i NB 6.90 6.90 0. 00 6.90
SB 6.90 6.90 0. 00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
! IDENTIFYING INFORMATION
----------------------------------------- ---------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 20 63 38 38 18 E
THROUGH 24 79 71 > 71 > 47 > E
RIGHT 51 360 360 > 156 360 > 81 309 >E B
MINOR STREET
SB LEFT 63 63 39 39 -23 F
THROUGH 24 79 72 > 72 > 47 > E
RIGHT 70 393 393 > 183 393 > 88 323 >E B
MAJOR STREET
EB LEFT 37 491 491 491 454 A
WB LEFT 41 458 458 458 417 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST, STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
i '
1991 NO-BUILD TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
i '
i
_ 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
i ,
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . .`. . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
. i
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
i
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 52 19 4 34
THRU 371 458 2 6
RIGHT 5 36 21 77
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
, t ------- ------- ------- -------
LANES 1 1 2 2
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
I �
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
f ------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0. 00 90 20 N
I
v
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
1 EASTBOUND 0 0 0
WESTBOUND 0 0 0
I
NORTHBOUND 0 0 0
I ,
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
------ -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0. 00 6. 10
SB 6. 10 6.10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5. 30 0. 00 5.30
WB 5.30 5. 30 0. 00 5.30
MINOR THROUGHS
NB 6.90 6.90 0. 00 6.90
SB 6.90 6.90 0.00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
I
f
l
,
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 4 161 133 133 128 D
THROUGH 2 221 206 > 206 > 204 > C
RIGHT 23 631 631 > 535 631 > 510 608 >A A
MINOR STREET
SB LEFT 37 186 169 169 132 D
THROUGH 7 227 212 > 212 > 205 > C
RIGHT 85 555 555 > 497 555 > 406 470 >A A
MAJOR STREET
EB LEFT 57 666 666 666 609 A
WB LEFT 21 760 760 760 739 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
*********************************************************************
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF , THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991- NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 29 33 4 34
THRU 565 475 7 6
RIGHT 3 33 23 37
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 2
i l
I
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FORRIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
'• NORTHBOUND 0.00 90 20 N
{ , SOUTHBOUND 0. 00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
r
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6. 10 0. 00 6. 10
SB 6. 10 6.10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5. 30
WB 5. 30 5.30 0. 00 5. 30
MINOR THROUGHS
NB 6.90 6.90 0. 00 6.90
SB 6.90 6.90 0. 00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
- ---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
a
p M SH R SH
- ------- -------- --------- ------------ ------------ ---
f MINOR STREET
NB LEFT 4 125 109 109 104 D
THROUGH 8 163 152 > 152 > 144 > D
RIGHT 25 4'92 492 > 324 492 > 291 467 >C A
MINOR STREET
; I
SB LEFT 37 131 116 116 78 E
THROUGH 7 166 156 > 156 > 149 > D
RIGHT 41 544 544 > 404 544 > 357 504 >B A
MAJOR STREET
EB LEFT 32 655 655 655 623 A
WB LEFT 36 609 609 609 573 A
I
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
I
1 i
I
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
J PEAK HOUR FACTOR. . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
i
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 50 41 9 -30
THRU 650 520 7 9
RIGHT 8 35 31 43
NUMBER OF LANES AND LANE USAGE
I ---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 2 2
I
C
� I
A
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
- ------ ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6. 10 0.00 6. 10 -
SB 6.10 6.10 0.00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0.00 5. 30
WB 5.30 5.30 0.00 5.30
MINOR THROUGHS
NB 6.90 6.90 0.00 6.90
SB 6.90 6.90 0. 00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
; i NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
i ` POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
-� MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
i _
NB LEFT 10 93 76 76 66 E
THROUGH 8 127 115 > 115 > 107 > D
RIGHT 34 438 438 > 288 438 > 247 404 >C A
MINOR STREET
SB LEFT 33 98- 81 81 48 E
THROUGH 10 130 117 > 117 > 107 > D
RIGHT 47 512 512 > 323 512 > 266 465 >C A
MAJOR STREET
EB LEFT 55 619 619 619 564 A
WB LEFT 45 547 547 547 502 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
----------------------------------------------------I-----------------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 35 38 19 59
THRU 806 741 23 23
RIGHT 13 26 47 66
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 2 2
i
ADJUSTMENT FACTORS Page-2
--------------------------7------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR,RIGHT TURNS
------- ---------- -----==--------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
jy SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
----------------------------------------=----------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0. 00 6. 10
j SB 6. 10 16. 10 0. 00 6.10
MAJOR LEFTS
EB 5.30 5. 30 0.00 5.30
WB 5.30 5.30 0. 00 5. 30
MINOR THROUGHS
NB 6.90 6.90 0. 00 6.90
- ' SB 6.90 6.90 0. 00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
__ NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
i , NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; SATURDAY 12-1 PM,
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
4
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
' p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 21 63 37 37 16 E
THROUGH 25 79 71 > 71 > 46 > E
RIGHT 52 348 348 > 152 348 > 75 297 >E C
MINOR STREET
SB LEFT 65 63 38 38 -27 F
THROUGH 25 79 71 > 71 > 46 > E
RIGHT 73 380 380 > 179 380 > 81 308 >E B
MAJOR STREET
EB LEFT 39 476 476 476 438 A
WB LEFT 42 446 446 446 404 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
it
1991 COMPOSITE TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
2. The traffic generate by the proposed McDonald's Restaurant.
I �
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
I
IDENTIFYING INFORMATION
---------------------------------------------------------------------
i
A
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR.. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
i `
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
-- CONTROL TYPE NORTHBOUND: STOP SIGN
I _
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 53 19 4 34
THRU 377 462 2 6
RIGHT 5 3-6 21 77
i
- NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- ---- -
LANES 1 1 2 2
i
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 9,0 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND 0. 00 ' 90 20 N
VEHICLE COMPOSITION
--- ---------------------------------------------------------------------
SU TRUCKS % COMBINATION
_ AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0, 0 0
WESTBOUND 0 0 0
i
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
------ -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0. 00 6. 10
SB 6.10 6. 10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5. 30
t
WB 5.30 5.30 0.00 5.30
MINOR THROUGHS
' i NB 6.90 6.90 0. 00 6.90
-- SB 6.90 6.90 0. 00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD -
1 �
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 4 159 130 130 126 D
THROUGH 2 217 202 > 202 > 200 > C
RIGHT 23 626 626 > 529 626 > 504 603 >A A
MINOR STREET
SB LEFT 37 182 165 165 127 D
THROUGH' 7 223 208 > 208 > 201 > C
RIGHT 85 552 552 > 493 552 > 402 468 >A A
MAJOR STREET
'EB - LEFT 58 663 663 663 605 A
WB LEFT 21 755 755 755 734 A
�- IDENTIFYING INFORMATION
f
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
� f
I
i 1 '
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
{
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
it PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . ., DUNN ENGINEERING ASSOC. VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY NOON-1 MID
' I
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
-- INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
i
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 33 33 4 34
I ,
THRU 605 505 7 6
i
RIGHT 3 33 23 40
NUMBER OF LANES AND LANE USAGE
' { ---------------------------------------------------------------------
i
EB WB NB SB
LANES 1 1 2 2
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
ij SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
4
-------------- -------- ----------- ------------
MINOR
-----------
MINOR RIGHTS
_ NB '6.10 6.10 0. 00 6. 10
SB 6.10 6.10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5. 30
WB 5.30 5.30 0. 00 5.30
MINOR THROUGHS
NB 6.90 6.90 0. 00 6.90
SB 6.90 6.90 0. 00 6.90
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16,/90 ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i '
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c . (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 4 110 95 95' 90 E
THROUGH 8 144 134 > 134 > 126 > D
RIGHT 25 465 465 > 295 465 > 262 440 >C A
MINOR STREET
SB LEFT 37 116 101 101 63 E
THROUGH 7 147 137 > 137 > 130 > D
RIGHT 44 524 524 > 382 524 > 332 480 >B A
MAJOR STREET
EB LEFT 36 632 632 632 596 A
WB LEFT 36 580 580 580 544 A
I
IDENTIFYING INFORMATION
. I ---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I i
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
f
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/S'IGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
� f
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
IG ---------------------------------------------------------------------
INTERSECTION TYPE: 4-LEG
7 ;
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
f I
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
LEFT 51 41 9 30
THRU 661 528 7 9
RIGHT 8 35 31 44
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 2
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
-- ------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
I EASTBOUND 0 0 0
WESTBOUND 0 0 0
i '
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
t �
CRITICAL GAPS
j ---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0. 00 6. 10
SB 6.10 6. 10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0.00 5.30
WB 5.30 5.30 0. 00 5.30
MINOR THROUGHS
NB 6.90 6.90 0. 00 6.90
SB 6.90 6.90 0. 00 6.90
( , MINOR LEFTS
' I NB 7.40 7.40 0. 00 7.40
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 10 90 72 72 62 E
THROUGH 8 124 111 > 111 > 103 > D
RIGHT 34 432 432 > 282 432 > 240 398 >C B
MINOR STREET
SB LEFT 33 95 78 78 45 E
THROUGH 10 126 113 > 113 > 103 > D
RIGHT 48 507 507 > 319 507 > 261 458 >C A
MAJOR STREET
EB LEFT 56 613 613 613 557 A
WB LEFT 45 540 540 540 495 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45 ,
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . FACTORY AVE/SIGSBEE ROAD
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOC. VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
--------------------------------------------------------- -----------
INTERSECTION TYPE: 4-LEG
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
----------=----------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 37 38 19 59
THRU 826 755 23 23
RIGHT 13 26 47 67
NUMBER OF LANES AND LANE USAGE
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 2
i
I '
ADJUSTMENT FACTORS Page-2
--'-------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
, - WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
------ -------- ----------- ------------
MINOR RIGHTS
_ NB 6.10 6. 10 , 0. 00 6. 10
4
SBy 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0.00 5.30
WB 5.30 5.30 0.00 5.30
MINOR THROUGHS
NB 6.90 6.90 0. 00 6.90
SB 6.90 6.90 0.00 6.90
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; SATURDAY, NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
i p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 21 63 36 36 15 E
THROUGH 25 79 71 > 71 > 45 > E
RIGHT 52 339 339 > 151 339 > 74 287 >E C
MINOR STREET
SB LEFT 65 63 38 38 -27 F
THROUGH 25 79 71 > 71 > 45 > E
RIGHT 74 372 372 > 178 372 > 79 299 >E C
MAJOR STREET
EB LEFT 41 467 467 467 427 A
WB LEFT 42 436 436 436 394 B
IDENTIFYING INFORMATION
II ---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS RTE 25
NAME OF THE NORTH/SOUTH STREET. . . . FACTORY AVE/SIGSBEE ROAD
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i ,
ROUTE 25 AT WESTERLY (ENTRANCE) DRIVEWAY
1991 COMPOSITE TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
2. The traffic generate by the proposed McDonald's Restaurant.
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . WESTERN SITE DRIVEWAY (ENTER)
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 16 1 --
THRU 426 556 0 --
RIGHT 18 0 1 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
-� ------- ---------- ---------------- --- -------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 • N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
I ,
CRITICAL GAPS
- ' ---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
----=--------- -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6. 10 0. 00 6. 10
MAJOR LEFTS
WB 5.30 5.30 0. 00 5.30
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
i NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
: ! DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
� i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 1 164 162 162 161 D
RIGHT 1 584 584 584 583 A
MAJOR STREET
WB LEFT 18 704 704 704 687 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I
i
i
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . WESTERN SITE DRIVEWAY (ENTER)
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
t CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 109 1 --
THRU 524 544 0 --
RIGHT 127 0 1 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 2 --
ADJUSTMENT FACTORS Page-2
------7----------------------------------------=---------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR- RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
' NORTHBOUND 0.00 90 20 N
SOUTHBOUND ' ----- --- --- -
VEHICLE COMPOSITION
i ---------------------------------------------------------------------
SU TRUCKS COMBINATION
AND RV'S VEHICLES o MOTORCYCLES
----------- ----=-------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------7-----------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
WB 5. 30 5. 30 0. 00 5.30
MINOR LEFTS
NB 7.40 7 .40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST 'STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
a DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
j �
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
1 RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v, LOS
p M SH R SH
------- '-------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 1 113 96 96 94 -E
RIGHT 1 478 478 478 477 A
MAJOR STREET
' i WB LEFT 120 552 552 552 432 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
i
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1t,
IDENTIFYING INFORMATION
---------------------------------------------------------------------
i
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . WESTERN SITE DRIVEWAY (ENTER)
NAME OF THE ANALYST. . . . . . . . . . . : . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . ... . . 10/16/90
r
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
{ CONTROL ,TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
--------------------- -------- ----------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 29 1 --
THRU 705 593 0 --
RIGHT 35 0 1 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------=-----------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
' - MINOR RIGHTS
NB 6. 10 . 6. 10 0. 00 6. 10
MAJOR LEFTS
WB 5.30 5.30 0.00 5. 30
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 19,91 BUILD
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
_ MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
� IM SH R SH
MINOR STREET
NB LEFT 1 95 91 91 90 E
RIGHT 1 399 399 399 397 B
MAJOR STREET
WB LEFT 32 494 494 494 462 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
_ 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
' PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . WESTERN SITE DRIVEWAY (ENTER)
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 53 1 --
THRU 835 858 0 --
RIGHT 62 0 1 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 2 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
r ;
NB 6. 10 6. 10 0. 00 6. 10
MAJOR LEFTS
WB 5.30 5.30 0. 00 5.30
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; SATURDAY NOON-1 ,PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 1 63 57 57 56 E
RIGHT 1 324 324 324 323 B
MAJOR STREET
WB LEFT 58 407 407 407 349 B
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . WESTERN SITE DRIVEWAY (ENTER)
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
, i -
ROUTE 25 AT EASTERLY (EXIT) DRIVEWAY
1991 COMPOSITE TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
2. The traffic generate by the proposed McDonald's Restaurant.
r
i
t
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . EASTERN (EXIT) SITE DRIVEWAY
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . .. MCDONALDS MATTITUCK 1991 BUILD
1
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
- CONTROL TYPE NORTHBOUND: STOP SIGN
ii
TRAFFIC VOLUMES
•---------------------------------------------------------------------
i
EB WB NB SB
LEFT 0 1 13 --
- THRU 426 559 0 --
i
RIGHT 1 0 21 --
].NUMBER OF LANES
--------------------------------------------=------------------------
EB WB NB SB
-- ------- ------- ------- -------
LANES 1 1 2 --
i
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
! _ PERCENT RIGHT TURN CURB RADIUS (ft) , ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
' ------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- --- -
'VEHICLE COMPOSITION
---------------------------------------------------------------------
$ SU TRUCKS COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
I
NORTHBOUND 0 0 0
SOUTHBOUND --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6. 10 0. 00 6. 10
MAJOR LEFTS
WB 5. 30 5. 30 0. 00 5. 30
! ! MINOR LEFTS
NB 7.40 7.-40 0. 00 7.40
jN IDENTIFYING INFORMATION
-'
---------------- ----------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
j NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
T' DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
r
CAPACITY AND LEVEL-OF-SERVICE Page-3
----------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- ------=-- ------------ ------------ ---
MINOR STREET
NB LEFT 14 171 171 171 157 D
,
RIGHT 23 590 590 590 566 A
- MAJOR STREET
WB LEFT 1 717 717 717 716 A
IDENTIFYING INFORMATION
----------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I
i
I
' I
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . EASTERN (EXIT) SITE DRIVEWAY
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 1 89 --
THRU 524 564 0 --
RIGHT 1 0 146 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 2 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
•---------'------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
WB 5. 30 5. 30 0. 00 5. 30
MINOR LEFTS
NB 7.40 7.40 0. 00 7 .40
IDENTIFYING INFORMATION
----------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 98 145 145 145 47 E
RIGHT 161 521 521 521 361 B
MAJOR STREET
WB LEFT 1 642 642 642 641 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . EASTERN (EXIT) SITE DRIVEWAY
_ NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 1 24 --
THRU 705 598 0 --
RIGHT 1 0 39 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
'- ------- ------- ------- -------
LANES 1 1 2 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- ---
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
T- NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
-------------------------------------------------------- ------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0.00 6. 10
r
MAJOR LEFTS
WB 5. 30 5.30 0.00 5.30
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
' i IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i .
CAPACITY AND LEVEL—OF—SERVICE Page-3
---------------------------------------------------------------------
POTEN— ACTUAL
FLOW— TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c — v LOS
p M SH R SH
s ------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 26 102 102 102 75 E
RIGHT 43 408 408 408 365 B
MAJOR STREET
WB LEFT 1 516 516 516 515 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I
i
i
I
I
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREAPOPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF -THE EAST/WEST STREET. . . ., . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . EASTERN (EXIT) SITE DRIVEWAY
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
_ TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 1 44 --
THRU 835 867 0 --
RIGHT 1 0 71 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
- ------- ------- ------- -------
LANES 1 1 2 --
1
i '
- I ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
c ------- ---------- ---------------- -----------------
j EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- --- -
i
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
r--,
SOUTHBOUND --- --- ---
CRITICAL GAPS
� I ---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
WB 5.30 5.30 0.00 5.30
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I f
CAPACITY AND LEVEL-OF-SERVICE Page-3
-----------------------=---------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
'- ------- -------- --------- ------------ ------------ ---
MINOR STREET
I
NB LEFT 48 63 63 63 15 E
RIGHT 78 338 338 338 260 C
I
MAJOR STREET
WB LEFT 1 437 437 437 436 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . EASTERN (EXIT) SITE DRIVEWAY
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
_ I
I
I
I
ROUTE 25 AT BRAY AVENUE/OLD MAIN ROAD
1990 EXISTING TRAFFIC
1 ,
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
------------------=--------------------------------------------------
I - AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 08/30/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS• MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
{ ---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 21 25 --
THRU 343 382 0 --
RIGHT 6 0 47 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
•LANES 1 1 1 --
ADJUSTMENT FACTORS - Page-2
---------------------------------------------------------------------
! f PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- ---
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS COMBINATION
AND RV'S VEHICLES MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
' -------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0.00 6.10
i
MAJOR LEFTS
WB 5. 30 5.30 0. 00 5.30
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
7------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
a '
I ! •
f ,
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
- RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 28 266 261 > 261 > 234 > C
> 430 > 351 >B
li RIGHT 52 655 655 > 655 > 603 > A
MAJOR STREET
WB LEFT 23 785 785 785 762 A
I
I_
IDENTIFYING INFORMATION
I � ---------------------------------------------------------------------
i NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
'-1
I i
I �
I
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
I
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 08/30/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 11-12 NOON
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 32 13 --
THRU 524 431 0 --
RIGHT 9 0 23 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 1 --
4
i
ADJUSTMENT FACTORS Page-2
--------------------------------=------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
- ------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
-WESTBOUND 0.00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
I �
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
�- NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0. 00 6.10
i ' MAJOR LEFTS
WB 5. 30 5.30 0. 00 5.30
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 11-12 NOON
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
j CAPACITY AND LEVEL-OF-SERVICE---------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
- MINOR STREET
NB LEFT 14 169 164 > 164 > 149 > D
> 291 > 251 >C
RIGHT 25 519 519 > 519 > 493 > A
MAJOR STREET
WB LEFT 35 636 636 636 601 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 11-12 NOON
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
- I
I
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
I
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 08/30/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
.INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 83 7 --
THRU 611 509 0 --
RIGHT 27 0 33 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 1 --
1 ;
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
i
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- ---
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
------ -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0.00 6. 10
. l
MAJOR LEFTS
WB 5.30 5.30 0.00 5.30
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
--------------------------------------- ----------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
1 '
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 8 117 104 > 104 > 96 > E
> 286 > 242 >C
RIGHT 36 455 455 > 455 > 419 > A
MAJOR STREET
WB LEFT 91 560 560 560 469 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
I
-I
i
1991 NO-BUILD TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 08/30/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
LEFT 0 22 26
THRU 353 393 0 --
RIGHT 6 0 48 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 1 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
- ------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
-----------------------------------=---------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6. 10 0.00 6. 10
MAJOR LEFTS
WB 5. 30 5.30 0.00 5. 30
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
i '
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 29 255 250 > 250 > 222 > C
> 415 > 334 >B
RIGHT 53 646 646 > 646 > 593 > A
MAJOR STREET
WB LEFT 24 776 776 776 752 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
i
i '
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 08/30/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 11-12 NOON
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 33 13 --
THRU 540 444 0 --
RIGHT 9 0 24 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 1 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- --- -
I
VEHICLE COMPOSITION
---------------------------------------------------------------------
I
SU TRUCKS % COMBINATION
AND RV'S VEHICLES MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6. 10 0. 00 6. 10
MAJOR LEFTS
WB 5. 30 5.30 0. 00 5.30
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 11-12 NOON
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 14 161 155 > 155 > 141 > D
> 283 > 242 >C
RIGHT 26 508 508 > 508 > 481 > A
MAJOR STREET
WB LEFT 36 624 624 624 588 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 11-12 NOON
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
+ AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
i
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 08/30/90
- TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION' TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 85 7 --
THRU 629 524 0 --
RIGHT 28 0 34 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 1 --
i ;
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- ---
VEHICLE COMPOSITION
---------------------------------------------------------------------
o SU TRUCKS o COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
--------------------------------- -----------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0. 00 6. 10
MAJOR LEFTS
WB 5.30 5.30 0.00 5.30
MINOR LEFTS
NB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
i
I
1
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN= ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
I p M SH R SH
MINOR. STREET
NB LEFT 8 111 98 > 98 > 90 > E
> 277 > 232 >C
RIGHT 37 444 444 > 444 > 407 > A
MAJOR STREET
WB LEFT 94 548 548 548 454 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
s
1991 COMPOSITE TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
2. The traffic generate by the proposed McDonald's Restaurant.
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
' PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 22 26 --
THRU 358 397 0 --
RIGHT 6 0 48 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 1 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
- ------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0. 00 90 20 N
SOUTHBOUND ----- --- ---
VEHICLE COMPOSITION
--------------------------------------7------------------------------
I
SU TRUCKS o COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
II ---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6.10 0.00 6. 10
MAJOR LEFTS
WB 5.30 5.30 0.00 5. 30
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
ti FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
' ------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 29 251 246 > 246 > 217 > C
> 410 > 329 >B
RIGHT 53 642 642 > 642 > 589 > A
MAJOR STREET
WB LEFT 24 771 771 771 747 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i 1
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 'NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 35 13 --
THRU 576 469 0 --
RIGHT 9 0 26 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
- ------- ------- ------- -------
LANES 1 1 1 --
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
- WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6. 10 6. 10 0. 00 6. 10
MAJOR LEFTS
WB 5.30 5.30 0. 00 5.30
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE' ANALYSIS. . . . . 10/16/90 ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i ,
i
1.
I �
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
NB LEFT 14 147 141 > 141 > 127 > D
> 267 > 224 >C
RIGHT 29 483 483 > 483 > 454 > A
MAJOR STREET
i
WB LEFT 39 596 596 596 558 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
r '
i
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
*********************************************************************
IDENTIFYING INFORMATION
------------------------------------=--------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
1
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . BRAY AVENUE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE NORTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
1 LEFT 0 86 7 --
THRU 639 531 0 --
RIGHT 28 0 35 --
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------ ------- ------- -------
LANES 1 1 1 --
i
I
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
' i PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND 0.00 90 20 N
SOUTHBOUND ----- --- --- -
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
--- ----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND 0 0 0
SOUTHBOUND --- --- ---
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
NB 6.10 6.10 0. 00 6.10
MAJOR LEFTS
WB 5.30 5.30 0.00 5.30
MINOR LEFTS
NB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I
1
I
1
' CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
I
NB LEFT - 8 108 95 > 95 > 87 > E
> 273 > 227 >C
RIGHT 39 439 439 > 439 > 400 > A
MAJOR STREET
WB LEFT 95 541 541 541 447 A
I ,
_ IDENTIFYING INFORMATION
i � ---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . BRAY AVENUE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I
i
i
ROUTE 25 AT LAUREL LAKE ROAD
1990 EXISTING TRAFFIC
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
-- NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 08/30/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
i
j MAJOR STREET DIRECTION: EAST/.WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
LEFT 0 0 -- 1
THRU 373 428 -- 0
RIGHT 0 1 -- 3
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 -- 1
f
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
i EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND ----- --- --- -
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES MOTORCYCLES
- ----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
. i
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
' MINOR RIGHTS
SB 6. 10 6.10 0. 00 6. 10
MAJOR LEFTS
EB 5. 30 5.30 0.00 5.30
MINOR LEFTS
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE, NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 8-9 AM
- OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 1 240 240 > 240 > 239 > C
> 432 > 428 >A.
RIGHT 3 588 588 > 588 > 585 > A
MAJOR STREET
° i EB LEFT 0 716 716 716 716 A
IDENTIFYING INFORMATION
j ---------------------------------------------------------------------
NAME' OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 08/30/90 ; WEEKDAY 8'-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 0 -- 6
THRU 554 415 -- 0
RIGHT 0 2 -- 0
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------ ------- ------- -------
LANES 1 1 -- 1
i '
I
ADJUSTMENT FACTORS Page-2
---------------=-----------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
- ------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
1
NORTHBOUND ----- --- --- -
SOUTHBOUND 0. 00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
I
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6.10 6. 10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0.00 5.30
MINOR LEFTS
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
! � DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 7 177 177 > 177 > 171 > D
> 177 > 171 >D
RIGHT 0 597 597 > 597 > 597 > A
MAJOR STREET
EB LEFT ' 0 725 725 725 725 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
1985 HCM: UNSIGNALIZED -INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
' I
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
INTERSECTION TYPE AND CONTROL
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
' I ---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 5 0 -- 0
THRU 626 509 -- 0
RIGHT 0 1 -- 4
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- - -------
LANES
I -
i I
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
' I EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND ----= --- ---
SOUTHBOUND 0. 00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES I MOTORCYCLES
----------- --=---------- -------------
EASTBOUND 0 0 0
-� WESTBOUND 0 0 0
J-1
1 NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
. (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6. 10 6. 10 0.00 6.10
MAJOR LEFTS
EB 5.30 5.30 0.00 5. 30
MINOR LEFTS
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
I �
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 0 134 133 > 133 > 133 > D
> 532 > 527 >A
RIGHT 4 532 532 > 532 > 527 > A
MAJOR STREET
EB LEFT 6 654 654 654 648 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------=-----------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
'INTERSECTION TYPE AND CONTROL
-------------------------------------------------=-------------------
i
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
LEFT 2 0 -- 4
THRU 703 563 -- 0
RIGHT 0 3 -- 4
NUMBER OF LANES
--- ---------------------------------------------------------------------
EB WB NB SB
-------
LANES 1 1 -- 1
+ I
I
1 I
'- I ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND ----- --- --- -
SOUTHBOUND 0. 00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
i
SU TRUCKS COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6. 10 6. 10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5.30
MINOR LEFTS
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
4ti
"y
i CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT- 4 108 108 > 108 > 103 > D
> 177 > 168 >D
RIGHT 4 494 494 > 494 > 489 > A
MAJOR STREET
EB LEFT 2 611 611 611 609 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . .. 01-01-1980 ; SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1990 EXISTING
, I
i '
1991 NO-BUILD TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
I
II
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREAPOPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
4. NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 8-9 AM
OTHER .INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
i ---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
----------------------------7----------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 0 -- 1
THRU 384 441 -- 0
RIGHT 0 1 -- 3
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 -- 1
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
! EASTBOUND 0.00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
1
CRITICAL GAPS
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
' MINOR RIGHTS
SB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0.00 5. 30
MINOR LEFTS
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
R -
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
'FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
{ MINOR STREET
SB LEFT 1 231 231 > 231 > 230 > C
> 421 > 417 >A
RIGHT 3 579 579 > 579 > 576 > A
MAJOR. STREET
EB LEFT 0 706 706 706 706 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-198.0 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
_i
z •
I
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
i i k9t�r�k�k�e�k* klkk�kk4r�k�k�rk* kY9ek* k4e**4e 4e 9r�Ir�k9Fk�irk�kie�k**�r�r�e�r�r�e�IF9F4e�k�lksir*�Ik�k9Fkie9F9k�k�k�IF* k9r�r
IDENTIFYING INFORMATION
- -------------------------------------------------7-------------------
4 1
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . 150000
� I
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
i I
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
i ! DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 11-12 PM
? { OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
1
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 0 -- 6
THRU 571 427 -- 0
RIGHT 0 2 -- 0
NUMBER OF' LANES
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 -- 1
- ADJUSTMENT FACTORS , Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND ----- --- --- -
SOUTHBOUND 0. 00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
% SU TRUCKS COMBINATION_
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
----------------------------------=----------------------------------
i '
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6. 10 6.10 0.00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5. 30
MINOR LEFTS
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c .(pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 7 166 166 > 166 > 160 > D
> 166 > 160 >D
RIGHT 0 589 589 > 589 > 589 > A
MAJOR STREET
EB LEFT 0 716 716 716 716 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 11-12 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
i
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
i ---------------------------------------------------------------------
i
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . ... . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . .. . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
i
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
_ TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB -
----
B -
---- ---- ----
LEFT 5 0 0
� THRU 645 524 -- 0
- RIGHT 0 1 -- 4
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
' ------- ------- ------- -------
LANES 1 1 -- 1
I
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) 'ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
- ------- ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND ----- --- --- -
I
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS COMBINATION
AND RV'S VEHICLES $ MOTORCYCLES
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6.10 6.10 0. 00 6. 10
(MAJOR LEFTS
EB 5.30 5.30 0. 00 5.30
1
MINOR LEFTS
SB 7.40 .7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
.DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
i
( CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT • SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
MINOR STREET
SB LEFT 0 126 125 > 125 > 125 > D
> 521 > 517 >A
RIGHT 4 521 521 > 521 > 517 > A
I
MAJOR STREET
EB LEFT 6 642 642 642 637 A
I
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
I
I
- i -
1
I
I
i
I _
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAKHOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING, CAM
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 01-01-1980
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY 12-1 PM
_I
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
INTERSECTION TYPE AND CONTROL
jk ---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
i ' MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
i
TRAFFIC VOLUMES
ii ---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
] LEFT 2 0 -- 4
ITHRU 724 580 -- 0
RIGHT 0 3 -- A
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
LANES 1 1 -- 1
ADJUSTMENT FACTORS_ Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
- ------- ---------- ---------------- -----------------
EASTBOUND 0.00 90 20 N
WESTBOUND 0. 00 90 20 N
NORTHBOUND
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
--- (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6.10 6. 10 0.00 6. 10
MAJOR LEFTS
EB 5. 30 5.30 0. 00 5.30
MINOR LEFTS
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
' i DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
i
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 4 101 101 > 101 > 97 > E
> 167 > 158 >D
RIGHT 4 482 482 > 482 > 477 > A
MAJOR STREET
EB LEFT 2 598 598 598 596 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 01-01-1980 ; SATURDAY 12-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 NO BUILD
1991 COMPOSITE TRAFFIC*
* INCLUDES:
1. An adjustment of 3% per year to account for normal background traffic growth.
2. The traffic generate by the proposed McDonald's Restaurant.
a
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
- AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
-i
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . ., . WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 0 -- 1
THRU 389 445 -- 0
RIGHT 0 1 -- 3
i
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
- ------- ------- ------- -------
LANES 1 1 -- 1
i
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) . ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0. 00 90 20-- N
NORTHBOUND ----- --- --- -
SOUTHBOUND 0. 00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
i EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6.10 6.10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0. 00 5.30
MINOR LEFTS
SB 7.40 7.40 0.00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . .,. . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
f
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE -
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
+ p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR -STREET
--MINOR -STREET
SB LEFT 1 228 228 > 228 > 227 > C
> 417 > 413 >A
RIGHT 3 576 576 > 576 > 573 > A
MAJOR STREET
EB LEFT 0 703 703 703 703 A
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
, h
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 8-9 AM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
�k91r9k�k�k*�k�k�k�ik�t**9F 9e 9e#�k* kie**�k�kk�k*�1r�rsle�ir�ekieIIr�IIr9IrIIrk9ir�k�lr�k�e�tr�h�cir�te�kksir9r�tr4e4e* Rkkkkh*�k�klek
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
I , ---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 0 0 -- 6
THRU 607 452 -- 0
'. ` RIGHT 0 2 -- 0
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
- ------- ------- ------- -------
LANES 1 1 -- 1
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
�i
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
' , EASTBOUND 0.00 90 20 N
i ,
WESTBOUND 0.00 90 20 N
NORTHBOUND
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
-- ------------------------------------------ 7-----------------------
SU TRUCKS COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
s MINOR RIGHTS
SB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0.00 5. 30
f MINOR LEFTS
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ' ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
E
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------ -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 7 152 152 > 152 > 146 > D
> 152 > 146 >D
RIGHT 0 571 571 > 571 > 571 > A
MAJOR STREET
EB LEFT 0 697 697 697 697 A
1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY NOON-1 MID
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
i
i 1
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION -TYPE: T-INTERSECTION
MAJOR STREET DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
---------------------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 5 0 -- 0
THRU 655 531 -- 0
RIGHT 0 1 -- 4
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------- ------- ------- -------
LANES 1 1 -- 1
f
ADJUSTMENT FACTORS Page-2
----------------------------------=----------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------ ---------- ---------------- -----------------
EASTBOUND 0. 00 90 20 N
WESTBOUND 0.00 90 20 N
NORTHBOUND ----- --- --- -
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
- ---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
' ----------- ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
i
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
' -------------- -------- ----------- ------------
MINOR RIGHTS
SB 6.10 6. 10 0. 00 6. 10
MAJOR LEFTS
EB 5.30 5.30 0.00 5.30
MINOR LEFTS
SB 7.40 7.40 '0. 00 7:40
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
CAPACITY AND LEVEL-OF-SERVICE Page-3
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 0 122 121 > 121 > 121 > D
> 517 > 512 >A
RIGHT 4 517 517 > 517 > 512 > A
MAJOR STREET
EB LEFT 6 637 637 637 632 A
r ,
IDENTIFYING INFORMATION
---------------------------------------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; WEEKDAY 5-6 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1
IDENTIFYING INFORMATION
---------------------------------------------------------------------
AVERAGE RUNNING SPEED, MAJOR STREET. . 45
PEAK HOUR FACTOR. . . . . . . . . . . . . . . . . . . . . 1
AREA POPULATION. . . . . . . . . . . . . . . . . . . . . . 150000
NAME OF THE EAST/WEST STREET. . . . . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . . . . LAUREL LAKE DRIVE
NAME OF THE ANALYST. . . . . . . . . . . . . . . . . . DUNN ENGINEERING ASSOCIATES, VJD
DATE OF THE ANALYSIS (mm/dd/yy) . . . . . . 10/16/90
TIME PERIOD ANALYZED. . . . . . . . . . . . . . . . . SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
INTERSECTION TYPE AND CONTROL
---------------------------------------------------------------------
INTERSECTION TYPE: T-INTERSECTION
MAJOR STREET, DIRECTION: EAST/WEST
CONTROL TYPE SOUTHBOUND: STOP SIGN
TRAFFIC VOLUMES
-------------=-------------------------------------------------------
EB WB NB SB
---- ---- ---- ----
LEFT 2 0 -- 4
THRU 742 592 -- 0
RIGHT 0 3 -- 4
NUMBER OF LANES
---------------------------------------------------------------------
EB WB NB SB
------ ------- ------- -------
LANES 1 1 -- 1
I
ADJUSTMENT FACTORS Page-2
---------------------------------------------------------------------
PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE
GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS
------- ---------- ---------------- -----------------
i EASTBOUND 0.00 90 20 N
- WESTBOUND 0.00 90 20 N
NORTHBOUND ----- --- --- -
SOUTHBOUND 0.00 90 20 N
VEHICLE COMPOSITION
---------------------------------------------------------------------
SU TRUCKS % COMBINATION
AND RV'S VEHICLES % MOTORCYCLES
------ ------------- -------------
EASTBOUND 0 0 0
WESTBOUND 0 0 0
NORTHBOUND --- --- ---
SOUTHBOUND 0 0 0
CRITICAL GAPS
---------------------------------------------------------------------
TABULAR VALUES ADJUSTED SIGHT DIST. FINAL
(Table 10-2) VALUE ADJUSTMENT CRITICAL GAP
-------------- -------- ----------- ------------
MINOR RIGHTS
SB 6. 10 6. 10 0.00 6. 10
MAJOR LEFTS
EB 5.30 5. 30 0.00 5. 30
MINOR LEFTS '
SB 7.40 7.40 0. 00 7.40
IDENTIFYING INFORMATION
-----------------------------7---------------------------------------
NAME OF THE EAST/WEST STREET. . .-. . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE ANALYSIS. . . . . 10/16/90 ; SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
r
i '
CAPACITY AND LEVEL-OF-SERVICE Page-3
---------------------------------------------------------------------
POTEN- ACTUAL
FLOW- TIAL MOVEMENT SHARED RESERVE
RATE CAPACITY CAPACITY CAPACITY CAPACITY
MOVEMENT v(pcph) c (pcph) c (pcph) c (pcph) c = c - v LOS
p M SH R SH
------- -------- --------- ------------ ------------ ---
MINOR STREET
SB LEFT 4 96 96 > 96 > 91 > E
> 159 > 150 >D
RIGHT 4 474 474 > 474 > 469 > A
MAJOR STREET
EB LEFT 2 589 589 589 587 A
IDENTIFYING INFORMATION
--------------------- ----------------------------------------
NAME OF THE EAST/WEST STREET. . . . . . NYS ROUTE 25
NAME OF THE NORTH/SOUTH STREET. . . . LAUREL LAKE DRIVE
DATE AND TIME OF THE _ANALYSIS. . . . . 10/16/90 ; SATURDAY NOON-1 PM
OTHER INFORMATION. . . . MCDONALDS MATTITUCK 1991 BUILD
I' 1
I �
i
1 i
Traffic Volume counts
i
DUNN ENGINEERING ASSOCIATES
Site Code : FACTORY@NYRT25 PAGE: 1
�- ,N-S Street: FACTORY AV./SIGSBEE RD. FILE: 90055buk
)E-W Street: MAIN ROAD (NY RT 25)
1--'DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 7:00 AM - 8:00 AM
FACTORY AV./SIGSBEE RD. N
W-�-E
S
- 30
49 2 6
i
57 14
487
MAIN ROAD. (NY RT 25) 460 436
11 10
{ 347 360 MAIN ROAD (NY RT 25)
365
2 19
... ........
..................... ............ ...............
2 5 12
'- 14
-
FACTORY AV./SIGSBEE RD.
i
i
� � s
DUNN ENGINEERING ASSOCIATES
Site Code : FACTORY@NYRT25 PAGE: 1
N-S Street: FACTORY AV./SIGSBEE RD. FILE: 90055buk
�E-W Street: MAIN ROAD (NY RT 25)
'DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 8:00 AM - 9:00 AM
FACTORY AV. SIGSBEE RD. N
W—}—E
S
75 6 33
114 35
524
..................
MAIN ROAD (NY RT 25) 498 445
50 18
360 415 MAIN ROAD (NY RT 25)
- 413
i
5 26
a 4 2 20
29
FACTORY AV./SIGSBEE RD.
DUNN ENGINEERING ASSOCIATES
Site Code : FACTORY@NYRT25 PAGE: 1
N-S Street: FACTORY AV./SIGSBEE RD. FILE: 90055buk
IE-W Street: MAIN ROAD (NY RT 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 11:00 AM - 12:00 PM
FACTORY AV./SIGSBEE RD. N
W---E
S
;.:;:.;•:::.................:::::.:
67
36 6 33 ...........
75 32
501
MAIN ROAD (NY RT 25) 525 461
28 L 32
549 580 MAIN ROAD (NY RT 25)
-- - ��604•
3 33
4 7 22
4i
FACTORY AV./SIGSBEE RD.
DUNN ENGINEERING ASSOCIATES
Site Code FACTORYaNYRT25 PAGE: '1' �t
N-S Street: FACTORY AV./SIGSBEE RD. FILE: 90055bWk•
E-W Street: MAIN ROAD (NY RT 25)
'DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
-----------------------------------------------------------------------------------------------=--------------------------=-----=-
Total Turning Volumes for the Period:- 12:00 PM - 1:00 PM
i
FACTORY AV./SIGSBEE RD. N
1 W S E
32 9 26
L.�
.. 6 3
7
0 i
.................. . .. .......
MAIN ROAD (NY RT 25) 515 460
22 L 25
558 583 MAIN ROAD (NY RT 25)
601
3
2
6
3 6 17
37
OF
FACTORY• AV./SIGSBEE RD.
f
. I
DUNN ENGINEERING ASSOCIATES
Site Code : FACTORY@NYRT25 PAGE: 1
N-S Street: FACTORY AV./SIGSBEE RD. FILE: 90055buk
-E-W Street: MAIN ROAD (NY RT 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 1:00 PM - 2:00 PM
FACTORY AV./SIGSBEE RD. N
W+E
S
69
44 19 29
92
17
515
MAIN ROAD (NY RT 2 5) 501 465
46 19
509 562 MAIN ROAD (NY RT 25)
569:
7
43
' 6 6 31
"4'5 ENO'
i
FACTORY AV./SIGSBEE RD.
DUNN ENGINEERING ASSOCIATES
Site Code : FACTORY@NYRT25 PAGE: 1
,N-S Street: FACTORY AV./SIGSBEE RD. FILE: 90055bwk
�E-W Street: MAIN ROAD (NY RT 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 4:00 PM - 5:00 PM
FACTORY AV./SIGSBEE RD. N
W+E
S
..8 8.
46 8 33
...................................... ..........:.::: LI� 38
87
576
i3' MAIN ROAD (NY RT 25) 594 525
44 31
615 669 MAIN ROAD (NY RT 25)
10
42
:
5 6 31
4.9
FACTORY AV./SIGSBEE RD.
JI
I
DUNN ENGINEERING ASSOCIATES
Site Code : FACTORY@NYRT25 PAGE: 1
- N-S Street: FACTORY AV./SIGSBEE RD. FILE: 90055buk
i ;E-W Street: MAIN ROAD (NY RT 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 5:00 PM - 6:00 PM
FACTORY AV./SIGSBEE RD. N
W+E
S
42 9 29
r-
I -
80
34
556
MAIN ROAD- (NY RT 25) 579 505
49 40
631 688 MAIN ROAD (NY RT 25)
_690
8
46
9 7 30
57
FACTORY AV./SIGSBEE RD.
DUNN ENGINEERING ASSOCIATES
Site Code : FACTSGSB@NYRT 25 PAGE: 1
.N-S Street: FACTORY AVE./SIGSBEE RD. FILE: 90055BSA
E-W Street: MAIN ROAD -NYS ROUTE 25-
DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 11:00 AM - 12:00 PM
FACTORY AVE./SIGSBEE RD. N
W-}-E
S
...............:::.:::::::.
96
64 10 49
123 34
598
MAIN ROAD -NYS ROUTE 25- 591 525
52 L 32
771 834 MAIN ROAD -NYS ROUTE 25-
850
11 49
:..
9 10 30
:.53
FACTORY AVE./SIGSBEE RD.
DUNN ENGINEERING ASSOCIATES
Site Code : FACTSGSB@NYRT 25 _ PAGE: 1
N-S Street: FACTORY AVE./SIGSBEE RD. FILE: 900558SA
E-W Street: MAIN ROAD -NYS ROUTE 25-
DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 12:00 PM - 1:00 PM
FACTORY AVE./SIGSBEE RD. N
W-- —E
S
-64 22 57
: :..
143 25
801
MAIN ROAD —NYS ROUTE 25— 781 719
34 L 37
783 830 MAIN ROAD —NYS ROUTE 25—
13 86
18 22 46
FACTORY AVE./SIGSBEE RD.
i
DUNN ENGINEERING ASSOCIATES
Site Code : FACTSGSB@NYRT 25 PAGE: 1
_ N-S Street: FACTORY AVE./SIGSBEE RD. FILE: 90055BSA
IE-W Street: MAIN ROAD -NYS ROUTE 25-
DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 1:00 PM - 2:00 PM
FACTORY AVE.
SIGSBEE RD. N
W+E
S
77 XX
63 28 4 7 .......
i .
I
138
27
769
MAIN ROAD -NYS ROUTE 25- 761 691
21 43
802 833 MAIN ROAD -NYS ROUTE 25-
10
85
15 29 41
81
FACTORY AVE./SIGSBEE RD.
DUNN ENGINEERING ASSOCIATES
Site Code : FACTSGSR@NYRT 25 PAGE: 1
,N-S Street: FACTORY AVE./SIGSBEE RD. FILE: 90055BSA
IE-W Street: MAIN ROAD -NYS ROUTE 25-
-DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 2:00 PM - 3:00 PM
FACTORY AVE./SIGSBEE RD. N
S
10 6
64 10 23
705:..
97
43
>' MAIN ROAD -NYS ROUTE 25- 723 639
56 L 41
808 872 MAIN ROAD -NYS ROUTE 25-
...
..
��870
8
48
..
2 7 39
59.
FACTORY AVE./SIGSBEE RD.
f
DUNN ENGINEERING ASSOCIATES
Site Code : FACTSGSB@NYRT 25 PAGE: 1
-N-S Street: FACTORY AVE./SIGSBEE RD. FILE: 90055bsa
E-W Street: MAIN ROAD -NYS ROUTE 25-
DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 3:00 PM - 4:00 PM
FACTORY AVE./SIGSBEE RD. N
W-}-E
S
113
60 9 30
I
_
99 48
MAIN ROAD -NYS ROUTE 25- 782 694
55 40
747 813 MAIN ROAD -NYS ROUTE 25-
. 818
11
61
10 10 41
60
FACTORY AVE./SIGSBEE RD.
DUNN ENGINEERING ASSOCIATES
Site Code : 90055CAM PAGE: 1
N-S Street: BRAY AVE/OLD MAIN ROAD FILE: 90055CAM
!E-W Street: NYS ROUTE 25
-DAY OF WK.: TUESDAY Movements by: Primary DATE: 8/21/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 7:00 AM - 8:00 AM
BRAY AVE/OLD MAIN ROAD N
W-}-E
S
0 0 0
-
0 0
NYS ROUTE 25 293 283
0 10
256 262 NYS ROUTE 25
:::::........:. ...::... .......................
278
6
34
12 0 22
16
..
• i
BRAY AVE/OLD MAIN ROAD
I ,
I i
DUNN ENGINEERING ASSOCIATES
Site Code : 90055CAM PAGE: 1
N-S Street: BRAY AVE/OLD MAIN ROAD FILE: 90055CAM
E-W Street: NYS ROUTE 25
DAY OF WK.: TUESDAY Movements by: Primary DATE: 8/21/90
Total Turning Volumes for the Period: 8:00 AM - 9:00 AM
BRAY AVE/OLD MAIN ROAD N
W-}-E
S
' 1
0 0 0
0_ 0
. ............. ::::::::::::::...........
407
NYS ROUTE 25 403 382
1 21
, I
343 350 NYS ROUTE 25
jx
390
6
72
25 0 47
BRAY AVE/OLD MAIN ROAD
DUNN ENGINEERING ASSOCIATES
Site Code 90055CMD PAGE: 1
N-S Street: BRAY AVE/OLD MAIN ROAD FILE: 90055CMD
E-W Street: NYS ROUTE 25
DAY OF WK.: MONDAY Movements by: Primary DATE: 8/20/90
-----------------------------------------------------------------------------------------------------------------------------------
+ I
Total Turning Volumes for the Period: 11:00 AM - 12:00 PM
BRAY AVE/OLD MAIN ROAD N '
W-�-E
S
1 '
0 0 0
0
1
444
i .. ... .... . ...... . .... . . ..
NYS ROUTE 25 464 431
- 2 32
' 524 535 NYS ROUTE 25
..... . ....:. :.::...................................
547
9
36
1 13 0 23
>:41:
BRAY AVE/OLD MAIN ROAD
' I
DUNN ENGINEERING ASSOCIATES
Site Code : 90055CMD PAGE: 1
,N-S Street: BRAY AVE/OLD MAIN ROAD FILE: 90055CMD
E-W Street: NYS ROUTE 25
-DAY OF WK.: MONDAY Movements by: Primary DATE: 8/20/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 12:00 PM - 1:00 PM
BRAY AVE/OLD MAIN ROAD N
W- -E
S
...................
.... . :::::::::
:::::: 2
0 0 0
.... ............... .. .....::.::::....:...:::
0
0
479
NYS ROUTE 25 500 468
2 32
557 578 NYS ROUTE 25
594
19 48
11 0 37
51`
BRAY AVE/OLD MAIN ROAD
i
1 `
DUNN ENGINEERING ASSOCIATES
Site Code 90055CMD PAGE: 1
N-S Street: BRAY AVE/OLD MAIN ROAD FILE: 00055CMD
E-W Street: NYS ROUTE 25
DAY OF WK.: MONDAY Movements by: Primary DATE: 8/20/90
----------------------------------------------------------------------------------------------------------------------------------
f
Total Turning Volumes for the Period: 1:00 PM - 2:00 PM
BRAY AVE/OLD MAIN ROAD N
W+E
S
1
0 0 0
0 0
57: ..
......... . ..
NYS ROUTE 25 614 571
t
0 L 43
587 595 NYS ROUTE 25 :'•
627
8
46
.. - . .. ..
5 1 40
51
BRAY AVE/OLD MAIN ROAD
DUNN ENGINEERING ASSOCIATES
Site Code : 90055CPM PAGE: 1
�N-S Street: BRAY AVE/OLD MAIN ROAD FILE: 90055CPM
'E-W Street: NYS ROUTE 25
DAY OF WK.: MONDAY Movements by: Primary DATE: 8/20/90
----------------------------------------------------------------------------------------------------------------------------------
_ l
Total Turning Volumes for the Period: 4:00 PM - 5:00 PM
1
BRAY AVE/OLD MAIN ROAD N
W+E
S
"4
0 0 0
. .........................:..:........:::...:...:::
0
546
4 .. . ............
NYS ROUTE 25 600 543
I
1 56
624 653 NYS ROUTE 25
I -
658
28 39
.... . . ...... . ... ...
i 3 2 34
84
!
I
BRAY AVE/OLD MAIN ROAD
i
DUNN ENGINEERING ASSOCIATES
Site Code : 90055CPM PAGE: 1
N-S Street: BRAY AVE/OLD MAIN ROAD FILE: 90055CPM
E-W Street: NYS ROUTE 25
DAY OF WK.: MONDAY Movements by: Primary DATE: 8/20/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 5:00 PM - 6:00 PM
BRAY AVE/OLD MAIN ROAD N
W-�--E
S
0 0 0
0 0
516
........... . . ......
NYS ROUTE 25 592 509
0 83
611 638 NYS ROUTE 25
;..:...::::•:::....::::•::::::•:.......
644
27 40
. . .... . .. ................ ... . ..........
7 0 33
110
BRAY AVE/OLD MAIN ROAD
, �f
DUNN ENGINEERING ASSOCIATES
Site Code : LAUREL LA@NYRT25 PAGE: 1
-N-S Street: LAUREL LAKE DRIVE FILE: 90055awk
t-W Street: MAIN ROAD (NYS ROUTE 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 7:00 AM - 8:00 AM
LAUREL LAKE DRIVE N
W+E
S
1 0 0
I�
1
0 ,
1012
: > MAIN ROAD (NYS ROUTE 25) 1011 1011
0 0
315 315 MAIN ROAD (NYS ROUTE 25)
31
i
0
0
......... . . .... .... .... .... ................................................. .
0 0 0
�0
....................
...................
........................
......................
.........................
...............
.....................
........................
....................
LAUREL LAKE DRIVE
DUNN ENGINEERING ASSOCIATES
Site Code : LAUREL LA@NYRT25 PAGE: 1
,N-S Street: LAUREL LAKE DRIVE FILE: 90055awk
E-W Street: MAIN ROAD (NYS ROUTE 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 8:00 AM - 9:00 AM
LAUREL LAKE DRIVE N
W+E
S
1
3 0 1
4 1
431
MAIN ROAD (NYS ROUTE 25) 429 428
0 0
373 373 MAIN ROAD (NYS ROUTE 25)
374
0 0
7
...... ::o:.
0 0 0
LAUREL LAKE DRIVE
DUNN ENGINEERING ASSOCIATES
Site Code : LAUREL LA@NYRT25 PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055auk
.E-W Street: MAIN ROAD (NYS ROUTE 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 11:00 AM - 12:00 PM
LAUREL LAKE DRIVE N
W-}-E
S
2
0 0 6
.................. .... .... ...:.:...................
6
2
415
............
MAIN ROAD (NYS ROUTE 25) 418 415
0 1
554 554 MAIN ROAD (NYS ROUTE 25)
560:...
0
0
0 0 0
1 •
......................
............
.................
...............
. ....... .............
LAUREL LAKE DRIVE
,
1
ii
DUNN ENGINEERING ASSOCIATES
Site Code : LAUREL LA@NYRT25 PAGE: , 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055awk
'E-W Street: MAIN ROAD (NTS ROUTE 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 12:00 PM - 1:00 PM
LAUREL LAKE DRIVE N
W+E
S
0 0 5
5
1
MAIN, ROAD (NYS ROUTE 25) 423 420
0 2
495 495 MAIN ROAD (NYS ROUTE 25)
500
0
0
... . - • . . ...
0 0 0
LAUREL LAKE DRIVE
i
DUNN ENGINEERING ASSOCIATES
Site Code : LAUREL LA@NYRT25 PAGE: 1
- ,N-S Street: LAUREL LAKE DRIVE FILE: 90055auk
:E-W Street: MAIN ROAD (NYS ROUTE 25)
- DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 1:00 PM - 2:00 PM
LAUREL LAKE DRIVE N
W+E
xx
_ - S
3 0 7 .......... . ......... ..
10 0
0
MAIN ROAD (NYS ROUTE 25) 427 427
3 0
524 527 MAIN ROAD (NYS ROUTE 25)
531
0 0
0 0 0
....................
.........................
. .............................
. ...........................
LAUREL LAKE DRIVE
I
DUNN ENGINEERING ASSOCIATES
Site Code : LAUREL LA@NYRT25 PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055awk
'E-W Street: MAIN ROAD (NYS ROUTE 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 4:00 PM - 5:00 PM
LAUREL LAKE DRIVE N
W-{-E
S
3
2 0 4
L�
6
1
528
.............................. ............
MAIN ROAD (NYS ROUTE 25) 527 526
2 0
598 600 MAIN ROAD (NYS ROUTE 25)
0
0
0 0 0
..........
LAUREL LAKE DRIVE
DUNN ENGINEERING ASSOCIATES
Site Code : LAUREL LA@NYRT25 PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055awk
E-W Street: MAIN ROAD (NYS ROUTE 25)
DAY OF WK.: TUESDAY Movements by: Primary DATE: 7/03/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 5:00 PM - 6:00 PM
LAUREL LAKE DRIVE N
W- -E
r
S
4 0 0
L�
_ 1
4
513
MAIN ROAD (NYS ROUTE 25) 516 509
5 6
626 631 MAIN ROAD (NYS ROUTE 25)
......::.:............::...... .. ..
6'2 6
0
0
::: .. 0 0 0
:.:6
LAUREL LAKE DRIVE
DUNN ENGINEERING ASSOCIATES
Site Code : LAURLLKa@MAIN RD. PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055ASA
!E-W Street: MAIN ROAD -NYS ROUTE 25-
-DAY OF WK.: SATURDAY, Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
� j
Total Turning Volumes for the Period: 11:00 AM - 12:00 PM
j
LAUREL LAKE DRIVE N
W-�-E
S
I
' 3
2 0 3 ... .... .. ... .. .
5
0
449
MAIN ROAD-NYS ROUTE 25- 447 447
-
3 0
738 742 MAIN ROAD -NYS ROUTE 25-
743
J
1
2
0 0 2
1
LAUREL LAKE DRIVE
{ I -
DUNN ENGINEERING ASSOCIATES
Site Code : LAURLLK@MAIN RD. PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055ASA
E-W Street: MAIN ROAD -NYS ROUTE 25-
DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 12:00 PM - 1:00 PM
LAUREL LAKE DRIVE N
W-j-E
S
4 2 4
i -
I
10 3
567
: :'• MAIN ROAD -NYS ROUTE 25- 567 563
2 1
703 705 MAIN ROAD -NYS ROUTE 25-
707
5-
707
0 0
.... ... . ... .... ... ... .. . .. .
0 0 0
LAUREL LAKE DRIVE
DUNN ENGINEERING ASSOCIATES
Site Code : LAURLLK@MAIN RD. PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055ASA
IE-W Street: MAIN ROAD -NYS ROUTE 25-
--DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
TotaL Turning Volumes for the Period: 1:00 PM - 2:00 PM
LAUREL LAKE DRIVE N
W
.....................
........................
3 1 6 ...................
....................................
10 2
517
........................................
. ...................................................
.................................................... F
MAIN ROAD -NYS ROUTE 25- 519 514
3
645 646 MAIN ROAD -NYS ROUTE 2
...............
0 0 7
0 0 0
... ..............
....................
...................
.. ..... .....
.......................
..................
...................
...................
................ .
..................
.. . .... ...
LAUREL TAKE DRIVE
DUNN ENGINEERING ASSOCIATES
Site Code : LAURLLK5IMAIN RD. PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055ASA
E-W Street: MAIN ROAD -NYS ROUTE 25-
DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
Total Turning Volumes for the Period: 2:00 PM - 3:00 PM
LAUREL LAKE DRIVE N
t W+E
S
X.
:•4:•..
2 0 7
L�
-
9
1
58.7•:...
MAIN ROAD -NYS ROUTE 25- 584 582
3 1
742 747 MAIN ROAD -NYS ROUTE 25-
752
2
6 -]
3 0 3
3•
LAUREL LAKE DRIVE
DUNN ENGINEERING ASSOCIATES
Site Code : LAURLLK@MAIN RD. PAGE: 1
N-S Street: LAUREL LAKE DRIVE FILE: 90055ASA
E-W Street: MAIN ROAD -NYS ROUTE 25-
-DAY OF WK.: SATURDAY Movements by: Primary DATE: 7/14/90
----------------------------------------------------------------------------------------------------------------------------------
TotaL Turning Volumes for the Period: 3:00 PM - 4:00 PM
LAUREL LAKE DRIVE N
. .. ...... . W-J-E
S
12
...................
....................
...................
4 0 14
18 9
...................
MAIN ROAD -NYS ROUTE 25- 647 637
3 L 1
646 649 MAIN ROAD -NYS ROUTE 25-
777.
-6
......................................
............... ...... .............................
..............................................
..............................................
0 2 ..............................................................
.. ...........................................
. ......... . ...............................
. .... ... ..................... .......
...I .............................
.......................................................................
...... . . .. . .................... .
........ .. ..... .. .... ......
7
2 0 0
............... .
....... ....... .
.................. ..
.................. .
...................
LAUREL LAKE DRIVE
T -v7
4 3
4-1-3
10 -3 iQij
El E'It T, L
}
Accident Records
- - --- - --- - ----- - - - - - - -- --- --- - --- - -
NYS DEPARTMENT OF TRANSPORTATION USER: TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 7/29/88
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/87 THRU 12/31/87
- - - - - - - - N U M B E R O F A C C I D 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 07041493 2 O 2 0 0 0 1 2 0 0 2 0 0
•25 25 07041494 3 0 3 0 0 0 3 0 0 1 3 0 0
25 25 07041495 7 0 3 2 2 0 2 1 1 0 4 0 0
25 25 07041495 16 JAMESPORT AVE 6 0 3 2 1 0 4 0 0 2 5 0 0
25 25 07041495 17 MANOR LA 3 0 1 1 1 0 0 O 0 0 1 0 0
25 25 07041497 1 0 1 0 0 0 0 1 0 0 0 0 1
25 25 07041498 1 0 0 1 0 0 1 1 0 0 0 0 1
25 25 07041500 1 0 0 1 O 0 0 1 0 0 0 1 O
25 25 07041501 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041502 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041502 18 HERRICKS LA 2 0 1 1 0 0 0 0 0 0 0 1 0
25 25 07041505 1 0 1 0 0 0 0 0 0 0 1 O 0
25 25 07041506 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041507 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041508 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041509 1 0 0 0 1 0 O 0 0 0 0 0 O
25 25 07041509 21 LAUREL LA 2 O O 0 2 0 O 0 O 0 0 0 0
25 25 07041516 2 0 2 O 0 O O 1 0 0 2 0 0
25 25 07041517 1 0 1 O 0 0 1 0 0 0 0 1 0
25 25 07041522 2 0 0 O 2 0 0 0 0 0 0 0 0
25 25 07041522 24 BRAY AVE 3 0 1 1 1 0 0 0 0 O 1 0 0
25 25 07041522 25 OLD MAIN RD 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041523 1 0 1 0 0 O 0 1 0 0 0 1 0
25 25 07041526 1 _ 0 0 0 1 0 O 0 0 0 0 0 0
25 25 07041526 26 OLD MAIN RD 1 0 0 0 1 0 O 0 0 0 0 O 0
25 25 07041527 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041527 27 SIGSBEE RD 1 0 1 0 0 0 0 O 0 0 1 0 0
25 25 07041528 28 FACTORY AVE 3 1 2 0 0 0 1 0 2 0 1 2 0
25 25 07041528 29 MARLENE LA 1 0 1 0 0 0 O 0 0 0 0 0 0'
25 25 07041529 3 0 1 1 1 0 0 0 0 0 1 0 1
25 25 07041530 2 0 O 0 2 0 0 O 0 O 0 O 0
25 25 07041531 32 PACIFIC ST 5 0 0 1 4 0 0 O 0 0 1 0 0
25 25 07041532 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041532 33 SUFFOLK AVE 1 0 0 0 1 0 0 0 O 0 0 0 0
25 25 07041533 1 0 0 1 0 0 1 0 0 0 1 0 0
25 25 07041534 1 0 0 0 1 0 0 0 0 O O 0 0
25 25 07041534 00 UNKOWN INTERSECTION 2 - 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041535 1 0 1 0 0 0 0 0 1 0 0 1 0
25 25 07041536 1 0 1 0 0 0 0 0 1 0 0 1 0
25 25 07041536 35 REEVE AVE 1 O 0 0 1 0 0 0 0 0 0 0 0
25 25 07041539 2 0 1 1 O O O 1 0 0 2 0 0
25 25 07041541 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041541 40 SUNSET LA ' 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041541 41 MARRATOOKA 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041544 42 CARDINAL OR 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041547 1 0 0 1 0 0 0 0 0 0 1 0 0
25 - 25 07041548 44 LOCUST AVE 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041552 2 0 2 0 0 0 0 1 0 0 1 1 0
25 25 07041558 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041563 1 0 1 0 0 0 0 0' 0 0 0 0 0
+ SIDE-ROAD & NON-REPORTABLES INCLUDED ** EXCLUDES NON-REPORTABLES - EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 15
NYS DErARTMENT OF TRANSPORTATION USER: TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 7/ 6/87
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/86 THRU 12/31/86
N U M B E R O F A C C I D 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 07041475 12 CHURCH LA 2 0 1 0 1 0 0 0 0 0 0 1 0
25 25 07041477 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041480 2 0 2 0 0 0 1 0 0 0 1 1 0
25 25 07041481 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041482 5 0 3 0 2 0 2 2 0 0 3 0 0
25 25 07041484 2 0 1 1 0 0 1 0 0 0 0 1 0
25 25 07041484 13 TUTHILL LA 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041487 2 0 2 0 0 0 1 0 0 0 2 0 0
25 25 07041488 2 0 2 0 0 0 1 0 0 0 2 0 0
25 25 07041489 2 0 1 0 1 0 1 0 0 0 1 0 0
25 25 07041490 1 0 1 O 0 0 0 0 0 0 0 1 0
25 25 07041491 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041491 14 WASHINGTON AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041492 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041492 15 CIRCLE DR 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041495 3 0 1 1 1 0 1 0 0 0 2 O- 0
25 -25 07041495 16 JAMESPORT AVE 10 0 5 3 2 0 5 0 0 1 4 1 0
25 25 07041495 17 MANOR LA 2 0 1 0 1 0 1 0 0 0 0 1 0
25 25 07041496 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041498 36 ZIEMACKI LANE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041500 1 0 1 0 0 0 0 1 0 0 ,0 1 0
25 25 07041502 18 HERRICKS LA 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041504 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041505 2 0 2 0 0 0 2 1 0 0 1 1 0
25 25 07041506 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041509 21 LAUREL LA 2 0 2 0 0 0 2 0 0 0 1 0 1
25 25 07041514 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041516 3 0 3 0 0 0 3 2 0 O 2 0 1
25 25 07041517 1 0 1 0 0 0 0 1 0 0 0 0 1
25 25 07041518 3 0 1 1 1 0 1 1 0 1 1 0 0
25 25 07041518 23 LAUREL LAKE RD 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041521 1 0 0. 1 0 0 1 0 0 0 1 0 0
25 25 07041523 - 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041527 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041527 27 SIGSBEE RD 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041528 2 0 0 1 1 0 1 0 0 0 0 0 0
25 25 07041528 • 28 FACTORY AVE 1 - 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041528 29 MARLENE LA 2 0 1 O 1 0 0 0 0 0 1 0 0
25 25 07041529 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041530 3 0 0 1 2 0 0 0 0 1 0 0 0
25 25 07041531 32 PACIFIC ST 3 0 1 1 1 0 0 0 0 0 0 1 0
25 25 07041533 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041534 00 UNKOWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041535 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041535 34 WICKHAM AVE-(N RD) 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041536 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041537 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041537 36 MAPLE AVE 1 0 1 O 0 0 0 0 0 0 1 0 0
25 25 07041540 39 MILL LANE 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041544 1 0 1 0 0 0 O 0 0 0 0 1 O
» SIDE-ROAD & NON-REPORTABLES INCLUDED •* EXCLUDES NON-REPORTABLES - EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 14
NYS DEPARTMENT OF TRANSPORTATION USER' TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 9/ 6/89
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 •FCA •-1/01/88 THRU 12/31/88
- - -- - - - - - N U M B E R O F A C C I D 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
tt _ is »» ** tt »t tt
25 25 07041502 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041502 18 HERRICKS LA 2 0 1 0 1 0 0 0 0 0 0 1 0
25 25 07041505 1 0 1 0 0 0 1 1 0 0 O 1 0
25 25 07041506 2 0 2 0 0 0 1 0 0 0 2 0 0
25 25 07041508 2 0 0 1 1 0 0 0 0 0 1 0 0
25 25 07041509 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041509 21 LAUREL LA 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041510 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041520 1 0 1 0 0 0 0 1 0 0 0 1 0
25 25 07041522 5 0 1 3 1 0 0 0 0 0 1 0 0
25 25 07041522 24 BRAY AVE 2 0 1 0 1 0 0 0 0 0 0 0 0
25 25 07041523 1-- 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041525 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041527 27 SIGSBEE RD 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041528 2 0 1 0 1 0 0 0 0 0 0 1 0
25 25 07041528 28 FACTORY AVE 3 0 1 2 0 0 0 0 0 0 1 0 0
25 25 07041528 29 MARLENE LA 2 0 0 1 1 0 0 0 0 0 0 0 0
25 25 07041529 8 0 4 2 2 0 1 0 1 1 4 2 0
25 25 07041530 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041530 30 BAY AVE-LEGION AVE 2 0 1 0 1 0 0 0 1 0 1 O 0
25 25 07041531 32 PACIFIC ST 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041532 1 0 0 1 0 0 0 0 0' 0 1 0 0
25 25 07041532 33 SUFFOLK AVE 2 0 2 0 0 0 0 1 0 0 2 0 0
25 25 07041533 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041535 3 0 0 1 2 0 0 0 0 0 0 0 0
25 25 07041535 34 WICKHAM AVE-(N RD) 5 0 1 2 2 0 0 0 0 0 1 0 0
25 - 25 0704'1536 2 0 0 1 1 0 0 0 0 0 0 0 0
25 25 07041541 41 MARRATOOKA 1 0 0 1 0 0' 0 0 0 0 0 0 0
25 25 07041544 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041544 42 CARDINAL DR 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041546 1 O 0 0 1 0 0 0 0 0 0 0 0
25 25 07041547 43 ELIJAHS LA 2 0 1 0 1 0 0 0 0 1 1 O 0
25 25 07041549 1 0 t 0 0 0 1 0 0 0 0 0 1
25 25 07041555 2 0 2 0 0 0 0 1 0 0 1 0 0
25 25 07041556 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041559 1 0 0 1 0 0 0 0 • 0 0 0 0 0
25 25 07041561 00 UNKOWN INTERSECTION i -0 1 0 0 O 1 0 0 0 0 1 0
25 25 07041563 80 CASES LANE 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041564 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041564 81 GRIFFIN -ST 3 0 2 0 1 0 0 1 0 0 2 0 0
25 25 07041565 3 0 0 1 2 0 0 0 0 0 0 0 0
25 25 07041565 84 NEW SUFFOLK-NORTH 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041566 1 0 1 0 O 0 0 0 1 0 1 0 0
25 25 07041566 85 DEPOT LANE 2 0 2 0 0 0 1 0 0 0 2 0 0
25 25 07041567 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041567 00 UNKOWN INTERSECTION 4 0 1 1 2 0 1 0 0 0 0 1 0
25 25 07041569 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041569 87 STILLWATER TRACK AV 1 0 1 0 0 0 0 0 0 0 0 0 0
25 25 07041571 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041572 4 0 4 0 0 0 0 0 0 0 3 1 0
* SIDE-ROAD & NON-REPORTABLES INCLUDED ** EXCLUDES NON-REPORTABLES *** EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 15
r.�
i
Drive-Thru
Window Data
i
I .
TIME PERIOD NON DRIVE THRU DIFFERENCE
DRIVE-THRU UNIT
UNIT
6-11 AM 174 172
11-AM-1 PM 205 220 + 7. 3%
1-4 PM 201 210 + 4,5%
'4-6 PM 153 151 - 1. 3%
6-8 PM 146 155 + 6, 1%
8 PM on 121 135 + 11.6%
-F TOTALS 1,000 17043 4. 3%
r
Source: McDonald's Corporation. Data obtained from 46,000 customer
questionnaires.
TRIP GENERATION DATA
McDONALD'S RESTAURANTS
i
i
� I
P
f
I � t