HomeMy WebLinkAboutCross Sound Ferry-Parking Lot Expansion- Appendix
AfiIPENDIX TO
TRAFFIC IMPACT STUDY
FOR PROPOSED
CROSS SOUND FERRY
PARKING LOT EXPANSION
SOUTHOLD, NEW YORK
Prepared for:
CROSS SOUND FERRY,INC.
Prllpllred by:
DUNN ENGINEERING ASSOCIATES
Planning Board Office
Town of South old
53095 Main Rd.
Southold, NY 1197 i
,
SEI'TEM8ER 1997
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
PROPERTY OF
PLANNING OFFice"
TOWN OF SOUTHOLD'
I .
T able of Contents
.1
OCT I 5 1997
i:i;
f 'd"d,
! J
1 L.
,
TRAFFIC VOLUME COUNTS
New York State Traffic Volume Counts
1996 Dunn Engineering Traffic Volume Counts
Route 25 East of Main Street, Greenport: Friday, August 16, 1996 to Friday, August
23, 1996
Route 25 West of Tabor Road, Orient: Friday, August 16, 1996 to Friday, August
23, 1996
Route 25 East of Narrow River Road, Orient: Friday, August 16, 1996 to Friday,
August 23, 1996
Route 25 West of Cross Sound Ferry Terminal, Orient: Friday, August 16, 1996 to
Friday, August 23, 1996
Route 25 East of C.R. 48, Greenport: Friday, August 8, 1 997 to Thursday, August
21,1997
Route 25 West of Ferry Entrance, Orient: Friday, August 1, 1997 to Thursday,
August 14, 1997
~
\'~'---"'"",,",
ACCIDENT DATA
1991 to June 1995: State Accident Surveillance System Accident Summaries
1996 Reportable Accident Descriptions
CAPACITY ANALYSIS
Traffic Volumes Used in Capacity Analysis
Route 25, Main Street to East Marion Orient Park, Existing Capacity Analysis
Route 25, Main Street to East Marion Orient Park, 2002 Capacity Analysis (No-Build)
Route 25, Main Street to East Marion Orient Park, 2002 Capacity Analysis (Build)
Route 25, Mein Street to East Marion Orient Park, 2007 Capacity Analysis (No Build)
Route 25, Main Street to East Marion Orient Park, 2007 Capacity Analysis (Build)
Route 25, East Marion/Orient Park to Narrow River Road, Existing Capacity Analysis
Route 25, East Marion/Orient Park to Narrow River Road, 2002 Capacity Analysis (No-Build)
Route 25, East Marion/Orient Park to Narrow River Road, 2002 Capacity Analysis (Build)
Route 25, East Marion/Orient Park to Narrow River Road, 2007 Capacity Analysis (No-Build)
Route 25, East Marion/Orient Park to Narrow River Road, 2007 Capacity Analysis (Build)
Route 25, Narrow River Road to Eastern Terminus, Existing Capacity Analysis
Route 25, Narrow River Road to Eastern Terminus, 2002 Capacity Analysis (No-Build)
Route 25, Narrow River Road to Eastern Terminus, 2002 Capacity Analysis (No-Build)
Route 25, Narrow River Road to Eastern Terminus, 2002 Capacity Analysis (Build)
Route 25, Narrow River Road to Eastern Terminus, 2007 Capacity Analysis (No-Build)
Route 25, Narrow River Road to Eastern Terminus, 2007 Capacity Analysis (Build)
ROUTE 25. NON-MOTORIZED COUNT SUMMARY
Disk #390. Cross Sound Ferry
File: Traffic:\Cover
i
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'.
I
I
Traffic Volume Counts
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
New York State
Traffic Volume Counts
Disk #390. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
NEW YORK STATE
DEPT OF TRANSPORTATION
AVERAGE WEEKDAY
HOURLY REPORT
AM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
PM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
TOTALS
EASTBOUND
2
2
1
2
2
11
85
114
140 ..
73
130
74
88
63
107
68
86
42
41
20
28
14
15
5
1,213
WESTBOUND
4
4
o
4
1
5
27
55
91
60
75
72
98
60
137
89
161 ..
40
70
51
43
33
9
14
1,203
ROUTE 25
NARROW RIVER RD
TO ORIENT POINT
OCTOBER 1995
FILE NAME
RT25 072951095
DAILY TOTAL
2,416
EST. AADT
2,700
.. DENOTES
PEAK HOUR
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
NEW YORK STATE
DEFT OF TRANSPORTATION
AVERAGE WEEKDAY
HOURLY REPORT
AM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
PM
12-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
TOTALS
EASTBOUND
5
3
3
2
6
19
98
161
181 **
118
168
117
140
141
168
138
144
96
76
49
43
28
26
12
1,942
WESTBOUND
3
2
o
4
3
15
56
94
150
115
115
108
159
109
224 **
158
178
96
90
59
45
36
12
14
1,845
ROUTE 25
CR 48 MIDDLE ROAD TO
NARROW RIVER ROAD
OCTOBER 1995
FILE NAME
RT25 072961095
DAILY TOTAL
3,787
EST. AADT
4,200
** DENOTES
PEAK HOUR
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1996 Dunn Engineering
Traffic Volume Counts
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
East of Main Street
Greenport
Friday, August 16, 1996
to
Friday, August 23,1996
Disk #390, Cross Sound Ferry
File: Dividers
lO/07/97
9:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 1
BASIC COUNT DATA PRINT
lite ID :
Info 1:
I Info 2:
actor
RT.25 E/O MAIN ROAD
EB
WB
Start Time:
Start Date:
End Time
End Date
13:00
Aug 16,
21:00
Aug 23,
1996 Fri
1996 Fri
1.000
1******************************************************************************
ane #1 Info : EB
Lane Mode : Subtraction
fensor Used : Axle
******************************************************************************
Date Time :00 :15 :30 :45 Total
1--------------------------------------------
8/16/96 13:00 105 84 110 115 414
14:00 110 150 104 91 455
15:00 103 103 111 114 431
16:00 145 107 115 130 497
17:00 122 120 119 106 467
18:00 115 114 102 90 421
19:00 82 77 70 74 303
20:00 59 87 75 68 289
21:00 72 76 70 42 260
22:00 65 40 41 39 185
23:00 37 34 26 31 128
I
I
I
EilY Total :
Total :
M Total :
.leak AM Hour:
leak PM Hour:
3850
o
3850
( 0.0%)
(100.0%)
497 ( 12.9%)
Average period: 85.6
Average Hour 350.0
16:00=
Peak AM Factor:
Peak PM Factor: 0.857
I
I
I
I
I
I
I
I, 0/07/97
-09:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 2
~******************************************************************************
ane #1 Info : EB
ane Mode : Subtraction
.tensor Used : Axle
Ir******************************************************************************
Date Time :00 :15 :30 :45 Total
~--------------------------------------------
~8/17/96 00:00 17 28 10 15 70
01:00 11 15 5 7 38
02:00 4 10 7 8 29
03:00 6 1 2 6 15
04:00 1 6 6 4 17
05:00 10 10 16 29 65
06:00 46 57 73 43 219
07:00 66 85 62 58 271
08:00 82 122 84 80 368
09:00 121 148 117 116 502
10:00 147 150 150 154 601
11:00 157 175 163 146 641
12:00 173 170 168 172 683
13:00 139 136 164 112 551
14:00 148 155 139 141 583
15:00 127 139 103 121 490
16:00 128 134 108 139 509
17:00 106 111 101 108 426
18:00 113 103 112 82 410
19:00 80 91 83 80 334
20:00 77 88 80 70 315
21:00 54 65 47 42 208
22:00 48 36 39 37 160
23:00 34 29 23 32 118
I
I
I
I
I
I
I
Daily Total
~ Total
"M Total
Peak AM Hour:
,eak PM Hour:
I
I
I
I
I
7623
2836
4787
10:45=
12:00=
Average period: 78.6
Average Hour 317.6
37.2%)
62.7%)
649 (
683 (
8.5%)
8.9%)
Peak AM Factor: 0.927
Peak PM Factor: 0.987
10/07/97
-e9:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 3
'******************************************************************************
ane #1 Info : EB
ane Mode : Subtraction
liensor Used : Axle
1******************************************************************************
Date Time :00 :15 :30 :45 Total
1--------------------------------------------
8/18/96 00:00 28 29 15 19 91
01:00 18 16 10 11 55
I 02:00 8 9 8 5 30
03:00 7 5 6 2 20
04:00 2 3 3 7 15
05:00 10 11 7 13 41
I 06:00 42 60 66 51 219
07:00 44 55 72 71 242
08:00 71 88 83 102 344
I 09:00 112 110 111 116 449
10:00 121 141 151 137 550
11:00 161 179 184 178 702
I 12:00 181 169 157 142 649
13:00 152 141 133 152 578
14:00 150 155 161 123 589
15:00 148 107 119 132 506
I 16:00 112 166 109 108 495
17:00 115 120 95 81 411
18:00 90 104 80 82 356
I 19:00 72 79 63 66 280
20:00 58 59 67 47 231
21:00 48 66 42 28 184
I 22:00 19 25 25 13 82
23:00 17 12 17 19 65
Daily Total 7184 Average period: 74.1
~ Total 2758 38.3%) Average Hour 299.3
M Total 4426 61. 6%)
Peak AM Hour: 11:00= 702 ( 9.7%) Peak AM Factor: 0.954
,eak PM Hour: 12:00= 649 ( 9.0%) Peak PM Factor: 0.896
I
I
I
I
I
110/07/97
09:38:10
I
DUNN ENGINEERIN~ ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 4
~******************************************************************************
ane #1 Info : EB
ane Mode : Subtraction
.eensor Used : Axle
Ift******************************************************************************
Date Time :00 :15 :30 :45 Total
.---------------------------------------------
1P8/19/96 00:00 12 15 6 4 37
01:00 6 4 3 1 14
02:00 2 2 5 1 10
03:00 1 2 0 2 5
04:00 4 3 2 2 11
05:00 5 8 10 23 46
06:00 32 57 72 53 214
07:00 50 80 89 66 285
08:00 65 83 76 82 306
09:00 87 95 93 82 357
10:00 87 111 102 112 412
11:00 108 99 128 102 437
12:00 119 133 109 89 450
13:00 101 101 113 86 401
14:00 100 102 103 75 380
15:00 87 82 81 92 342
16:00 88 104 98 93 383
17:00 85 92 90 85 352
18:00 78 82 74 65 299
19:00 54 72 54 52 232
20:00 52 52 37 33 174
21:00 27 45 29 17 118
22:00 18 22 21 21 82
23:00 19 11 14 6 50
I
I
I
I
I
I
I
Daily Total
P Total
"M Total
Peak AM Hour:
feak PM Hour:
I
I
I
I
I
5397
2134
3263
10:45=
12:00=
Average Period:
Average Hour
55.6
224.9
39.5%)
60.4%)
447 (
450 (
8.2%)
8.3%)
Peak AM Factor: 0.873
Peak PM Factor: 0.846
.0/07/97
~9:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 5
-******************************************************************************
ane #1 Info : EB
ane Mode : Subtraction
ilensor Used : Axle
11******************************************************************************
Date Time : 00 :15 :30 :45 Total
1--------------------------------------------
8/20/96 00:00 10 7 5 7 29
01:00 9 5 4 1 19
02:00 3 1 2 1 7
03:00 3 2 1 1 7
04:00 2 1 6 1 10
05:00 4 11 7 15 37
06:00 18 56 51 51 176
07:00 55 94 100 83 332
08:00 62 80 60 69 271
09:00 83 95 88 84 350
10:00 96 101 84 77 358
11:00 86 118 97 80 381
12:00 116 95 91 94 396
13:00 92 87 89 72 340
14:00 89 85 84 92 350
15:00 96 86 95 91 368
16:00 80 104 97 95 376
17:00 82 78 93 82 335
18:00 91 71 81 51 294
19:00 52 59 29 32 172
20:00 40 47 38 38 163
21:00 34 39 32 26 131
22:00 21 16 36 14 87
23:00 11 8 12 14 45
I
I
I
I
I
I
I
Daily Total
p Total
"M Total
Peak AM Hour:
feak PM Hour:
I
I
I
I
I
5034
1977
3057
11:00%
12:00%
Average Period: 51.9
Average Hour 209.8
39.2%)
60.7%)
381 (
396 (
7.5%)
7.8%)
Peak AM Factor: 0.807
Peak PM Factor: 0.853
.0/07/97
1t9:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 6
~******************************************************************************
ane #1 Info : EB
ane Mode : Subtraction
.rensor used : Axle
Jr******************************************************************************
Date Time :00 :15 :30 :45 Total
1--------------------------------------------
8/21/96 00:00 14 6 6 9 35
01:00 4 6 3 2 15
I 02:00 3 2 3 1 9
03:00 0 2 1 4 7
04:00 0 2 2 0 4
05:00 4 5 8 10 27
I 06:00 27 47 40 38 152
07:00 47 79 78 88 292
08:00 81 82 80 53 296
I 09:00 83 87 91 78 339
10:00 87 88 89 64 328
11:00 89 98 120 102 409
I 12:00 76 114 93 105 388
13: 00 90 76 89 82 337
14:00 90 83 93 112 378
15:00 89 92 81 94 356
I 16:00 94 96 66 88 344
17:00 95 110 92 90 387
18:00 77 58 65 53 253
I 19:00 52 55 47 43 197
20:00 30 42 32 32 136
21:00 32 43 54 28 157
I 22:00 22 30 23 23 98
23:00 21 17 14 15 67
Daily Total 5011 Average period: 51. 7
~ Total 1913 38.1%) Average Hour 208.8
M Total 3098 61. 8%)
Peak AM Hour: 11:00= 409 ( 8.1%) Peak AM Factor: 0.852
reak PM Hour: 12:15= 402 ( 8.0%) Peak PM Factor: 0.882
I
I
I
I
I
110/07/97
09:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 7
It******************************************************************************
ane #1 Info : EB
ane Mode : Subtraction
.tensor Used : Axle
I~******************************************************************************
Date Time :00 :15 :30 :45 Total
1---------------------------------------------
08/22/96 00:00 15 7 10 4 36
01:00 4 8 4 4 20
02:00 3 3 0 6 12
03:00 2 4 2 1 9
04:00 1 3 4 3 11
05:00 5 8 8 14 35
06:00 22 51 66 36 175
07:00 53 80 77 70 280
08:00 69 65 79 73 286
09:00 95 116 105 77 393
10:00 101 97 77 97 372
11:00 100 114 87 108 409
12:00 106 117 109 94 426
13:00 77 95 91 101 364
14:00 75 83 82 95 335
15:00 85 94 102 101 382
16:00 118 96 83 92 389
17:00 100 105 76 75 356
18:00 89 102 76 63 330
19:00 56 76 52 57 241
20:00 43 41 40 39 163
21:00 54 51 32 29 166
22:00 31 30 19 17 97
23:00 16 11 16 15 58
I
I
I
I
I
I
I
Daily Total
P Total
-=,M Total
Peak AM Hour:
teak PM Hour:
I
I
I
I
I
5345
2038
3307
11:00=
12:00=
Average period:
Average Hour
55.1
222.7
38.1%)
61. 8%)
409 (
426 (
7.6%)
7.9%)
Peak AM Factor: 0.897
Peak PM Factor: 0.910
.0/07/97
-09:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 8
-******************************************************************************
ane #1 Info : EB
ane Mode : Subtraction
.tensor Used : Axle
If******************************************************************************
I
I
I
I
I
I
Date Time :00 :15 :30 :45 Total
1--------------------------------------------
8/23/96 00:00 15 7 3 2 27
01:00 10 3 4 6 23
02:00 6 5 3 5 19
03:00 2 2 1 1 6
04:00 2 1 3 4 10
05:00 5 8 10 15 38
06:00 29 55 61 45 190
07:00 62 89 69 82 302
08:00 70 81 77 79 307
09:00 81 102 107 84 374
10:00 115 104 109 95 423
11:00 102 105 124 102 433
12:00 119 133 128 135 515
13:00 112 114 96 110 432
14:00 89 126 111 97 423
15:00 92 107 97 102 398
16:00 115 128 111 103 457
17:00 134 118 126 100 478
18:00 101 106 86 92 385
19:00 88 92 86 71 337
20:00 71 90 78 62 301
21:00 93 93
~aily Total :
aM Total :
PM Total
leak AM Hour:
eak PM Hour:
5971
2152
3819
11:00=
12:00=
36.0%)
63.9%)
433 (
515 (
Average Period: 70.2
Average Hour 271.4
7.2%)
8.6%)
Peak AM Factor: 0.873
Peak PM Factor: 0.954
I
I
I
I
I
I
110/07/97
09:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 9
It*******************************************************************************
ane #2 Info : WB
ane Mode : Subtraction
Sensor Used : Axle
It******************************************************************************
Date Time :00 :15 :30 :45 Total
.---------------------------------------------
1P8/16/96 13:00 76 113 90 82 361
14:00 133 89 75 194 491
15:00 109 105 119 126 459
16:00 85 75 102 156 418
17:00 144 112 63 74 393
18:00 142 107 85 175 509
19:00 57 61 90 109 317
20:00 125 105 55 142 427
21:00 50 50 60 41 201
22:00 92 42 144 28 306
23:00 30 64 23 14 131
I
I
I
EilY Total :
Total :
M Total :
. Peak AM Hour:
reak PM Hour:
4013
o
4013
( 0.0%)
(100.0%)
527 ( 13.1%)
Average period:
Average Hour
89.2
364.8
14:45=
Peak AM Factor:
Peak PM Factor: 0.679
I
I
I
I
I
I
I
I
I
110/07/97
09:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 10
~*******************************************************************************
ane #2 Info : WB
ane Mode : Subtraction
Sensor used : Axle
It******************************************************************************
Date Time :00 :15 :30 :45 Total
.---------------------------------------------
1P8/17/96 00:00 13 2 9 5 29
01:00 5 1 2 1 9
02:00 7 3 4 6 20
03:00 1 0 3 6 10
04:00 4 0 4 8 16
05:00 6 5 11 7 29
06:00 9 14 22 20 65
07:00 24 43 33 78 178
08:00 42 63 75 153 333
09:00 110 95 92 110 407
10:00 125 129 110 236 600
11:00 130 110 157 125 522
12:00 125 95 102 127 449
13:00 178 128 111 110 527
14:00 151 103 106 142 502
15:00 211 134 151 186 682
16:00 149 136 120 154 559
17:00 216 155 111 110 592
18:00 192 96 95 148 531
19:00 134 100 124 92 450
20:00 155 100 59 154 468
21:00 72 59 47 58 236
22:00 104 41 94 52 291
23:00 52 29 23 21 125
I
I
I
I
I
I
I
Daily Total
~ Total :
M Total :
eak AM Hour:
leak PM Hour:
I
I
I
I
I
7630
2218
5412
10:45=
15:00=
Average Period: 78.7
Average Hour 317.9
29.0%)
70.9%)
633 (
682 (
8.2%)
8.9%)
Peak AM Factor: 0.671
Peak PM Factor: 0.808
110/07/97
09:38:10
1
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 11
If*******************************************************************************
ane #2 Info : WB
ane Mode : Subtraction
.tensor Used : Axle
I~******************************************************************************
Date Time :00 :15 :30 :45 Total
.---------------------------------------------
1P8/18/96 00:00 15 6 7 10 38
01:00 9 5 5 4 23
02:00 3 4 4 4 15
03:00 3 3 2 1 9
04:00 0 5 4 4 13
05:00 7 8 4 6 25
06:00 11 5 23 36 75
07:00 39 27 30 89 185
08:00 56 52 49 61 218
09:00 99 120 91 117 427
10:00 105 93 150 159 507
11:00 127 125 118 148 518
12:00 114 119 96 156 485
13:00 204 110 119 133 566
14:00 112 171 103 212 598
15:00 166 140 197 139 642
16:00 145 125 138 121 529
17:00 234 205 141 136 716
18:00 196 156 108 217 677
19:00 143 107 162 108 520
20:00 154 153 84 136 527
21:00 104 81 47 51 283
22:00 127 27 119 44 317
23:00 25 50 25 10 110
1
1
1
1
1
I
I
Daily Total
IfM Total :
.,M Total :
Peak AM Hour:
,eak PM Hour:
I
I
I
I
I
8023
2053
5970
10:30=
17:00=
Average Period:
Average Hour
82.7
334.3
25.5%}
74.4%)
561 (
716 (
6.9%)
8.9%)
Peak AM Factor: 0.882
Peak PM Factor: 0.765
110/07/97
09:38:10
1
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 12
~******************************************************************************
ane #2 Info : WB
ane Mode : Subtraction
.tensor Used : Axle
I~******************************************************************************
Date Time :00 :15 :30 :45 Total
~--------------------------------------------
~8/19/96 00:00 5 6 6 5 22
01:00 4 2 8 3 17
02:00 1 1 2 2 6
03:00 4 1 3 2 10
04:00 3 11 8 6 28
05:00 6 11 22 17 56
06:00 21 24 30 34 109
07:00 29 48 44 69 190
08:00 68 61 46 136 311
09:00 64 83 64 84 295
10:00 93 94 92 156 435
11:00 96 99 90 123 408
12:00 105 90 85 149 429
13:00 132 103 81 91 407
14:00 123 87 80 165 455
15:00 90 85 140 105 420
16:00 98 72 67 101 338
17:00 188 106 65 63 422
18:00 151 90 68 166 475
19:00 60 58 115 49 282
20:00 133 85 37 91 346
21:00 66 27 27 22 142
22:00 81 13 30 55 179
23:00 16 19 7 12 54
1
1
1
1
1
1
1
Daily Total
r Total :
.='M Total :
Peak AM Hour:
teak PM Hour:
1
I
I
I
1
5836
1887
3949
10:30=
14:45=
Average Period: 60.2
Average Hour 243.2
32.3%)
67.6%)
443 (
480 (
7.5%)
8.2%)
Peak AM Factor: 0.710
Peak PM Factor: 0.727
110/07/97
09:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 13
If*******************************************************************************
ane #2 Info : WB
ane Mode : Subtraction
Sensor used : Axle
It******************************************************************************
Date Time :00 :15 :30 :45 Total
It--------------------------------------------
1P8/20/96 00:00 7 6 4 6 23
01:00 2 3 0 2 7
02:00 0 5 3 3 11
03:00 1 2 3 0 6
04:00 2 5 5 3 15
05:00 3 5 10 12 30
06:00 12 25 31 27 95
07:00 25 42 47 78 192
08:00 53 48 66 106 273
09:00 64 56 71 71 262
10:00 80 82 97 113 372
11:00 62 75 110 78 325
12:00 91 82 78 134 385
13:00 105 76 92 96 369
14:00 99 77 107 164 447
15:00 89 87 117 116 409
16:00 76 80 86 90 332
17:00 182 85 77 69 413
18:00 159 112 49 151 471
19:00 46 60 97 53 256
20:00 103 110 30 76 319
21:00 25 26 19 27 97
22:00 88 16 24 33 161
23:00 17 25 6 11 59
1
I
1
I
1
1
1
Daily Total
~ Total :
M Total :
eak AM Hour:
leak PM Hour:
1
1
I
1
1
5329
1611
3718
10:00=
18:00=
Average period: 54.9
Average Hour 222.0
30.2%)
69.7%)
372 (
471 (
6.9%)
8.8%)
Peak AM Factor: 0.823
Peak PM Factor: 0.741
I, 0/07/97
-09:38:10
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 14
~******************************************************************************
ane #2 Info : WB
ane Mode : Subtraction
.censor Used : Axle
1[******************************************************************************
Date Time :00 :15 :30 :45 Total
1--------------------------------------------
8/21/96 00:00 9 5 7 2 23
01:00 4 6 2 1 13
02:00 3 5 3 4 15
03:00 2 1 1 4 8
04:00 1 6 3 6 16
05:00 6 3 6 11 26
06:00 14 30 24 26 94
07:00 33 46 45 64 188
08:00 49 57 50 108 264
09:00 72 60 69 82 283
10:00 79 65 70 124 338
11:00 62 84 99 92 337
12:00 88 86 77 112 363
13:00 76 102 90 82 350
14:00 108 88 70 169 435
15:00 76 79 122 104 381
16:00 86 90 69 167 412
17:00 120 73 69 61 323
18:00 176 76 67 138 457
19:00 46 52 100 56 254
20:00 80 110 34 82 306
21:00 58 17 19 21 115
22:00 62 18 51 13 144
23:00 21 33 11 22 87
I
I
I
I
I
I
I
Daily Total
~ Total :
M Total :
eak AM Hour:
,eak PM Hour:
I
I
I
I
I
5232
1605
3627
10:45=
18:00=
Average Period: 53.9
Average Hour 218.0
30.6%)
69.3%)
369 (
457 (
7.0%)
8.7%)
Peak AM Factor: 0.744
Peak PM Factor: 0.649
110/07/97
09:38:10
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 15
1
1[******************************************************************************
....ane #2 Info : WB
Lane Mode : Subtraction
.eensor Used : Axle
1*******************************************************************************
Date Time :00 :15 :30 :45 Total
.---------------------------------------------
~8/22/96 00:00 10 4 8 5 27
01:00 4 2 1 1 8
1 02:00 1 3 2 2 8
03:00 2 2 1 4 9
04:00 3 3 4 6 16
05:00 6 3 6 7 22
1 06:00 17 25 27 30 99
07:00 32 37 43 69 181
08:00 65 49 41 98 253
1 09:00 61 70 49 69 249
10:00 106 74 111 90 381
11:00 74 69 92 95 330
1 12:00 99 90 88 80 357
13:00 125 86 83 91 385
14:00 97 96 94 183 470
15:00 109 84 86 141 420
1 16:00 97 83 82 74 336
17:00 180 99 81 74 434
18:00 132 121 59 172 484
1 19:00 66 49 115 53 283
20:00 77 145 38 119 379
21:00 31 29 37 28 125
1 22:00 91 19 77 24 211
23:00 15 34 7 12 68
Daily Total 5535 Average Period: 57.1
I: Total 1583 28.5%) Average Hour 230.6
M Total 3952 71.4%)
Peak AM Hour: 10:00= 381 ( 6.8%) Peak AM Factor: 0.858
reak PM Hour: 18:00= 484 ( 8.7%) Peak PM Factor: 0.703
1
I
1
1
1
10/07/97
09:38:10
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 16
I
~******************************************************************************
ane #2 Info : WB
ane Mode : Subtraction
.tensor Used : Axle
1[******************************************************************************
Date Time :00 :15 :30 :45 Total
~--------------------------------------------
~8/23/96 00:00 13 5 3 6 27
01:00 5 6 2 3 16
, 02:00 4 4 4 1 13
03:00 3 5 1 1 10
04:00 1 3 9 4 17
05:00 6 6 3 7 22
I 06:00 16 31 23 30 100
07:00 29 53 41 68 191
08:00 54 55 68 73 250
I 09:00 101 73 59 82 315
10:00 124 99 82 161 466
11:00 103 84 99 146 432
I 12:00 95 85 69 153 402
13 :00 109 118 79 98 404
14:00 110 89 142 121 462
15:00 96 81 109 93 379
- 16:00 104 103 86 160 453
17:00 139 100 57 93 389
18:00 152 102 142 123 519
, 19:00 73 61 126 55 315
20:00 111 114 44 92 361
21:00 59 59
~ilY Total : 5602 Average period: 65.9
Total : 1859 33.1%) Average Hour 254.6
PM Total 3743 66.8%)
Jeak AM Hour: 10:00= 466 ( 8.3%) Peak AM Factor: 0.724
eak PM Hour: 18:00= 519 ( 9.2%) Peak PM Factor: 0.854
I
I
I
I
I
I
lO/07/97
9:38:10
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON BEACH, N.Y. 11978
Page: 17
I
r==============================================================================
GRAND TOTALS
===============================================================================
It**************************** LANES #1, & #2 FINAL ****************************
Total Lane 1 45415
I Lane 2 47200
-------
TOTAL 92615
. Days Lane 1 7.42
Lane 2 7.42
-------
I HIGHEST 7.42
AM Total Lane 1 15808 ( 34.8%)
I Lane 2 12816 ( 27.1%)
----------------
TOTAL 28624 30.9%)
1M Total Lane 1 29607 65.1%)
Lane 2 34384 72 .8%)
----------------
I TOTAL 63991 69.0%)
Peak AM Lane 1 11:00= 702 (08/18/96)
I Lane 2 10:45= 633 (08/17/96)
------------------------
FINAL 11:00= 702 (08/18/96)
leak PM Lane 1 12:00= 683 (08/17/96)
Lane 2 17:00= 716 (08/18/96)
------------------------
I
I
I
I
I
I
I
FINAL: 17:00=
716 (08/18/96)
Avg Period Lane 1 63.8
Lane 2 66.3
-------
AVERAGE 65.0
ADT Lane 1 6123
Lane 2 6364
-------
ADT 12487
Avg Hour Lane 1 256.6
Lane 2 266.7
-------
AVERAGE 523.2
AM Factor Lane 1 0.954
Lane 2 0.671
-----
FINAL 0.954
PM Factor Lane 1 0.987
Lane 2 0.765
-----
FINAL 0.765
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
West of Tabor Road
Orient
Friday, August 16, 1996
to
Friday, August 23, 1996
Disk #390, Cross Sound Ferry
File: Dividers
1 08/23/96 DUNN ENGINEERING
15:17:37 66 Main Street
Westhampton Beach, NY 11978
I (516) 288-2480
BASIC COUNT DATA
PRINT
1 Site ID ; MAIN ROAD W/O TABOR ROAD
Info 1: WE
Info 2; EB
I Factor 1. 000
Start Time:
Start Date;
End Time
End Date
13 :00
Aug 16,
23:00
Aug 18,
Page; 1
1996 Fri
1996 Sun
I *******************************************************************************
Lane #1 Info : WB
Lane Mode : Subtraction
Sensor Used : Axle
1*******************************************************************************
Average Period: 57.0
Average Hour 228.1
Date Time ;00 :15 ;30 ;45 Total
1---------------------------------------------
08/16/96 13;00 73 35 63 171
14;00 62 41 74 138 315
15:00 58 60 102 59 279
16:00 34 52 46 173 305
17;00 75 42 38 61 216
18;00 122 34 122 43 321
19:00 30 25 91 24 170
20:00 124 34 54 107 319
21;00 21 35 20 73 149
22;00 24 44 106 12 186
23:00 57 5 5 11 78
I
I
I
EilY Total ;
Total ;
M Total :
Peak AM Hour:
leak PM Hour:
2509
o
2509
( 0.0%)
(100.0%)
358 ( 14.2%)
Peak AM Factor:
Peak PM Factor; 0.649
14;45=
I
I
I
I
I
I
I
I
I
08/23/96
15:17:37
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 2
I
I
1
I
I
I
I
Daily Total
f Total :
M Total :
eak AM Hour:
leak PM Hour:
I
I
I
I
1
*******************************************************************************
1 Lane #1 Info : WB
Lane Mode : Subtraction
Sensor Used : Axle
I *******************************************************************************
Date Time :00 :15 :30 :45 Total
1---------------------------------------------
08/17/96 00:00 8 2 3 3 16
01:00 0 0 2 1 3
02:00 2 1 2 2 7
03:00 0 1 3 3 7
04:00 1 0 4 0 5
05:00 4 3 5 1 13
06:00 5 4 8 16 33
07:00 21 19 40 42 122
08:00 24 45 58 99 226
09:00 58 44 39 71 212
10:00 53 51 139 89 332
11:00 55 52 110 67 284
12:00 49 64 61 148 322
13:00 88 88 76 100 352
14:00 91 84 62 189 426
15:00 98 88 158 105 449
16:00 67 89 91 171 418
17:00 83 104 52 81 320
18:00 109 42 42 148 341
19:00 38 58 89 51 236
20:00 98 28 51 85 262
21:00 19 23 13 53 108
22:00 55 9 80 8 152
23:00 34 13 10 7 64
4710 Average Period: 48.6
1260 26.7%) Average Hour 196.3
3450 73.2%-)
10:30= 335 ( 7.1%-) Peak AM Factor: 0.603
14:45= 533 ( 11.3%-) Peak PM Factor: 0.705
I 08/23/96
15:17:37
I
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 3
I *******************************************************************************
Lane #1 Info : WB
Lane Mode : Subtraction
Sensor Used : Axle
II *******************************************************************************
Date Time :00 :15 :30 :45 Total
II ---------------------------------------------
08/18/96 00:00 6 4 2 4 16
01:00 5 0 5 1 11
II 02:00 0 2 0 1 3
03:00 3 1 0 0 4
04:00 0 6 1 0 7
II 05:00 2 5 2 8 17
06:00 7 4 11 17 39
07:00 12 15 27 49 .103
08:00 24 17 27 40 108
II 09:00 45 39 24 67 175
10:00 42 40 108 60 250
11:00 61 56 79 67 263
II 12:00 73 62 54 157 346
13:00 87 65 66 72 290
14:00 121 71 135 148 475
15:00 87 96 141 81 405
I 16:00 83 82 66 111 342
17:00 196 109 95 70 470
18:00 196 73 96 133 498
II 19:00 56 50 118 45 269
20:00 152 35 17 104 308
21:00 49 26 17 79 171
II 22:00 51 10 120 10 191
23:00 7 7
Daily Total 4768 Average Period: 50.7
~ Total 996 20.8%-) Average Hour 198.7
M Total 3772 79.1%-)
Peak AM Hour: 10:30= 285 ( 5.9%-) Peak AM Factor: 0.660
,eak PM Hour: 16:45= 511 ( 10.7%-) Peak PM Factor: 0.652
II
II
I
II
I
I
I
08/23/96
15:17:37
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978"
(516) 288-2480
Page: 4
I *******************************************************************************
Lane #2 Info : EB
Lane Mode : Subtraction
Sensor Used : Axle "
I *******************************************************************************
Date Time :00 :15 :30 :45 Total
I ---------------------------------------------
08/16/96 13:00 57 58 63 178
14:00 68 92 85 47 292
15:00 63 62 60 73 258
16:00 77 80 76 71 304
17:00 61 78 80 75 294
18:00 63 66 47 53 229
19:00 61 48 44 42 195
20:00 36 46 50 35 167
21:00 37 40 31 25 133
22:00 18 28 25 14 85
23:00 18 10 11 16 55
I
I
I
.~~ily Total :
~~ Total :
PM Total :
Peak AM Hour:
reak PM Hour:
2190
o
2190
( 0.0%)
(100.0%)
308 ( 14.0%)
Average Period: 49.8
Average Hour 199.1
13:45=
Peak AM Factor:
Peak PM Factor: 0.837
I
I
I
I
I
I
I
I
I
I
;
I
I
I
I 08/17/96
I
I
I
I
I
I
I .
Da~ly Total
E Total :
M Total :
eak AM Hour:
Peak PM Hour:
I
I
I
I
I
I
08/23/96
15:17:37
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 5
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
---------------------------------------------
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
:00
:15
:30
:45
Total
10 8 4 4 26
4 7 1 0 12
1 4 2 1 8
1 0 1 3 5
1 4 5 5 15
2 6 10 13 31
30 58 66 33 187
41 51 60 37 189
67 94 70 64 295
83 89 88 76 336
114 102 104 96 416
96 124 117 100 437
116 116 113 108 453
91 85 106 90 372
109 136 110 97 452
103 87 61 68 319
85 84 70 62 301
67 63 52 60 242
69 52 50 43 214
35 51 38 44 168
34 45 39 32 150
23 29 25 23 100
18 20 19 13 70
12 5 11 5 33
4831 Average Period: 49.8
1957 40.5%-) Average Hour 201. 3
2874 59.4%-)
11:00= 437 ( 9.0%-) Peak AM Factor: 0.881
12:00= 453 ( 9.3%-) Peak PM Factor: 0.976
I 08/23/96
15:17:37
I
DUNN ENGINEERING
66 Main Street
Westhampton BeaCh, NY 11978
(516) 288-2480
Page: 6
I *******************************************************************************
Lane #2 Info : EB
Lane Mode : Subtraction
Sensor Used : Axle
I *******************************************************************************
Date Time :00 :15 :30 :45 Total
1---------------------------------------------
08/18/96 00:00 9 13 8 4 34
01:00 7 8 5 1 21
1 02:00 5 3 4 2 14
03:00 1 4 3 0 8
04:00 0 1 3 3 7
I 05:00 5 7 3 7 22
06:00 27 49 58 36 170
07:00 27 52 49 41 .169
08:00 54 57 52 55 218
1 09:00 75 67 69 64 275
10:00 79 85 100 89 353
11:00 92 117 132 132 473
I 12:00 97 113 102 98 410
13:00 113 139 88 112 452
14:00 94 126 149 85 454
15:00 91 85 90 99 365
I 16:00 91 110 73 78 352
17:00 77 90 79 52 298
18:00 56 64 65 52 237
I 19:00 50 60 43 43 196
20:00 43 51 49 29 172
21:00 32 29 15 14 90
I 22:00 6 9 12 10 37
23:00 10 10
Daily Total : 4837 Average Period: 51. 5
~ Total : 1764 36.4%) Average Hour 201. 5
M Total : 3073 63.5%)
Peak AM Hour: 11:00= 473 ( 9.7%) Peak AM Factor: 0.896
,eak PM Hour: 13 :45= 481 ( 9.9%) Peak PM Factor: 0.807
I
I
1
I
I
1 08/23/96
15:17:37
1
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 7
1 ===============================================================================
GRAND TOTALS
===============================================================================
Total Lane 1
I Lane 2
TOTAL
1# Days Lane 1
Lane 2
1 HIGHEST
AM Total Lane 1
1 Lane 2
TOTAL
IPM Total Lane 1
Lane 2
1 TOTAL
Peak AM Lane 1
1 Lane 2
FINAL
teak PM Lane 1
Lane 2
1
I
I
'I
I
I
I
23845
2.45
2.45
2.45
2256 ( 18.8%)
3721 ( 31.3%)
----------------
5977 25.0%)
9731 81.H}
8137 68.6%}
17868
----------------
10:30=
11:00=
74.9%}
335 (08/17/96)
473 (08/18/96)
11:00=
------------------------
14:45=
13:45=
473 (08/18/96)
533 (08/17/96)
481 (08/18/96)
FINAL: 14:45=
------------------------
533 (08/17/96)
Avg Period Lane 1 51. 0
Lane 2 50.5
-------
AVERAGE 50.7
ADT Lane 1 4897
Lane 2 4844
-------
ADT 9741
Avg Hour Lane 1 203.2
Lane 2 201.0
-------
AVERAGE 404.2
AM Factor Lane 1 0.603
Lane 2 0.896
-----
FINAL 0.896
PM Factor Lane 1 0.705
Lane 2 0.807
-----
FINAL 0.705
1 08/23/96
15:23:47
1
1 Site ID :
Info 1:
1 Info 2:
Factor
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 1
BASIC COUNT DATA PRINT
MAIN ROAD W/O TABOR ROAD
WB
EB
Start Time:
Start Date:
End Time
End Date
14:30
Aug 2 0 ,
11:15
Aug 23,
1996 Tue
1996 Fri
1.000
1*******************************************************************************
Lane #1 Info : WB
Lane Mode : Subtraction
1 Sensor Used : Axle.
*******************************************************************************
Date Time :00 :15 :30 :45 Total
1---------------------------------------------
08/20/96 14:00 93 72 165
15:00 49 84 60 78 271
16:00 42 43 40 170 295
17:00 59 46 37 37 179
18:00 148 36 73 90 347
19:00 27 22 72 29 150
20:00 141 19 10 58 228
21:00 14 13 13 53 93
22:00 35 7 30 9 81
23:00 25 4 0 13 42
1
1
1
Daily Total
~ Total :
M Total :
eak AM Hour:
leak PM Hour:
1
1
1
1
I
I
I
1851
o
1851
Average Period: 47.5
Average Hour 185.1
( o. 0%-)
(100.0%-)
347 ( 18.7%-)
Peak AM Factor:
Peak PM Factor: 0.586
18:00=
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
1 08/23/96
15:23:47
1
Page: 2
1 *******************************************************************************
Lane #1 Info : WB
Lane Mode : Subtraction
Sensor Used : Axle
1*******************************************************************************
Date Time :00 :15 :30 :45 Total
1---------------------------------------------
08/21/96 00:00 4 2 1 1 8
01:00 2 2 0 1 5
I 02:00 1 3 1 0 5
03:00 0 0 1 1 2
04:00 0 3 0 2 5
05:00 3 1 5 8 17
I 06:00 6 8 17 13 44
07:00 12 26 29 34 101
08:00 32 24 34 71 161
I 09:00 24 29 41 49 143
10:00 37 28 68 31 164
11:00 39 40 ""84 41 204
I 12:00 54 38 74 56 222
13:00 52 45 48 68 213
14:00 57 51 100 88 296
15:00 43 30 94 81 248
I 16:00 45 32 46 159 282
17:00 49 40 30 54 173
18:00 140 25 126 16 307
1 19:00 27 30 65 14 136
20:00 117 22 10 86 235
21:00 11 7 16 51 85
I 22:00 10 3 32 5 50
23:00 23 4 4 12 43
Daily Total 3149 Average Period: 32.5
I: Total 859 27.2%) Average Hour 131. 2
M Total 2290 72.7%)
Peak AM Hour: 11:00= 204 ( 6.4%) Peak AM Factor: 0.607
,eak PM Hour: 17:45= 345 ( 10.9%) Peak PM Factor: 0.616
I
I
I
I
I
108/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 3
1
1*******************************************************************************
Lane #1 Info : WB
Lane Mode : Subtraction
1 Sensor Used : Axle
*******************************************************************************
Date Time ;00 ;15 ;30 :45 Total
1---------------------------------------------
08/22/96 00:00 4 3 2 1 10
01:00 2 2 0 1 5
1 02:00 1 1 1 0 3
03:00 1 0 0 0 1
04;00 0 1 3 4 8
1 05:00 1 1 4 7 13
06;00 9 5 15 15 44
07:00 13 15 33 41 102
08;00 22 17 26 54 119
1 09:00 37 25 27 55 144
10:00 50 40 68 37 195
11;00 30 35 73 43 181
1 12:00 63 52 42 48 205
13;00 114 48 42 67 271
14:00 48 43 147 73 311
1 15;00 50 45 73 85 253
16:00 52 43 53 84 232
17:00 125 43 39 54 261
18;00 112 44 96 83 335
1 19:00 23 34 81 33 171
20:00 107 64 46 67 284
21:00 17 9 10 58 94
1 22;00 31 8 80 11 130
23:00 3 28 6 10 47
~ilY Total : 3419 Average Period: 35.2
Total : 825 24.1'1;) Average Hour 142.5
M Total : 2594 75.8%)
Peak AM Hour: 09:45= 213 ( 6.2%) Peak AM Factor: 0.783
leak PM Hour; 18:00= 335 ( 9.7%) Peak PM Factor: 0.748
I
I
I
I
I
I 08/23/96
15:23:47
I
*******************************************************************************
I Lane #1 Info WE
Lane Mode : Subtraction
Sensor Used : Axle
I *******************************************************************************
Date Time :00 :15 :30 :45 Total
I;~/;;/~~-;;~;;-----;-----;-----~-----;------;
01:00 0 1 3 2 6
02:00 1 1 0 1 3
03:00 1 2 0 0 3
04:00 0 0 1 2 3
05:00 0 5 2 10 17
06:00 11 13 11 13 48
07:00 15 25 23 23 86
08:00 25 29 27 66 147
09:00 39 35 31 55 160
10:00 60 33 36 134 263
11:00 40 35 75
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 4
I
I
I
IDailY Total :
AM Total :
PM Total
IPeak AM Hour:
Peak PM Hour:
818
818
o
10:00=
(100.0%)
( 0.0%)
263 ( 32.1%)
Average Period:
Average Hour
17.8
68.2
Peak AM Factor: 0.491
Peak PM Factor:
I
I
I
I
I
I
I
I
I
I
I
I
I
08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 5
*******************************************************************************
Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date Time : 00 : 15 : 30 : 45 Total
I ---------------------------------------------
08/20/96 14:00 56 62 118
15:00 74 66 65 49 254
16:00 53 62 40 64 219
17:00 53 47 62 40 202
18:00 53 50 44 32 179
19:00 26 33 23 21 103
20:00 25 21 22 19 87
21:00 17 22 17 14 70
22:00 9 9 11 8 37
23:00 4 2 5 8 19
I
I
I .
Da~ly Total
lAM Total :
PM Total :
Peak AM Hour:
Peak PM Hour:
I
I
I
I
I
I
I
I
I
I
1288 Average Period: 33.0
0 ( O.O%-) Average Hour 128.8
1288 (100.0%-)
Peak AM Factor:
14:45= 267 ( 20.7%-) Peak PM Factor :. 0.902
I 08/23/96
15:23:47
I
*******************************************************************************
I Lane #2 Info EB
Lane Mode : Subtraction
Sensor Used : Axle
I *******************************************************************************
Date Time :00 :15 :30 :45 Total
I ~~;;~;;~-~~~~~-----~-----~-----~-----;-----~~
01:00 3 0 1 0 4
02:00 4 1 1 0 6
03:00 0 2 2 3 7
04:00 0 0 0 2 2
05:00 3 3 7 9 22
06:00 14 43 44 33 134
07:00 39 74 62 60 235
08:00 39 67 62 38 206
09:00 39 87 62 54 242
10:00 55 66 53 51 225
11:00 61 76 87 49 273
12:00 49 59 54 74 236
13:00 45 55 68 57 225
14:00 53 62 50 63 228
15:00 49 60 55 56 220
16:00 59 59 48 45 211
17:00 48 64 63 42 217
18:00 37 32 36 27 132
19:00 31 30 27 18 106
20:00 12 26 17 20 75
21:00 11 21 19 17 68
22:00 10 12 11 4 37
23:00 14 5 6 6 31
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 6
I
I
I
I
I
I
I
Daily Total
p Total
"M Total
Peak AM Hour:
teak PM Hour:
3160
1374
1786
10:45=
12:45=
43.4%)
56.5%-)
275 (
242 (
Average Period:
Average Hour
32.6
131.7
8.7%-)
7.6%-)
Peak AM Factor: 0.790
Peak PM Factor: 0.818
I
I
I
I
I
1 08/23/96
15:23:47
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 7
1
1 *******************************************************************************
Lane #2 Info : EB
Lane Mode : Subtraction
1 Sensor Used : Axle .
*******************************************************************************
Date Time :00 :15 :30 :45 Total
1---------------------------------------------
08/22/96 00:00 6 1 1 1 9
01:00 0 4 2 0 6
1 02:00 3 0 0 0 3
03:00 0 2 1 0 3
04:00 1 2 2 5 10
1 05:00 2 2 8 13 25
06:00 21 37 59 37 154
07:00 37 65 57 54 213
08:00 41 56 47 50 194
1 09:00 65 88 82 63 298
10:00 62 74 56 50 242
11:00 69 71 67 70 277
1 12:00 65 85 61 56 267
13 :00 49 61 52 58 220
14:00 63 61 61 54 239
1 15:00 52 61 64 70 247
16:00 77 61 48 53 239
17:00 55 65 44 40 204
18:00 46 56 45 34 181
1 19:00 27 42 43 31 143
20:00 26 23 17 15 81
21:00 21 17 13 14 65
1 22:00 16 12 14 11 53
23:00 5 4 8 7 24
eilY Total : 3397 Average Period: 35.0
Total : 1434 42.2%) Average Hour 141. 5
M Total : 1963 57.7%)
Peak AM Hour: 09:00= 298 ( 8.7%) Peak AM Factor: 0.847
reak PM Hour: 15:15= 272 ( 8.0%) Peak PM Factor: 0.883
1
1
I
I
I
I 08/23/96
15:23:47
I
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 8
I *******************************************************************************
Lane #2 Info : EB
Lane Mode : Subtraction
Sensor Used : Axle .
I *******************************************************************************
Date Time :00 :15 :30 :45 Total
1~~/;3/~~-~~~~~-----~-----~-----~-----;-----~~
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
IDailY Total :
AM Total :
PM Total
teak AM Hour:
eak PM Hour:
I
I
I
I
I
I
I
I
I
I
I
I
2 2 1
2 2 2
1 1 0
2 0 0
3 5 8
24 55 50
44 75 58
34 50 64
55 70 74
74 71 71
74 81
1352
1352 (100.0%)
0 ( 0.0%)
10:30= 283 ( 20.9%)
2
2
o
2
11
29
65
60
58
57
7
8
2
4
27
158
242
208
257
273
155
Average Period:
Average Hour
29.4
112.7
Peak AM Factor: 0.873
Peak PM Factor:
108/23/96
15:23:47
DUNN ENGINEERING
66 Main St.reet.
West.hampt.on Beach, NY 11978
(516) 288-2480
Page: 9
I
I==================================~~=;~;~~=================================
===============================================================================
1***************************** LANES #1, & #2
ITot.al Lane 1
Lane 2
L TOTAL
Days Lane 1
Lane 2
I HIGHEST
~ Tot.al Lane 1
Lane 2
TOTAL
LM Tot.al Lane 1
Lane 2
1 TOTAL
leak AM Lane 1
Lane 2
FINAL
leak PM Lane 1
Lane 2
1
I
I
I
1
I
I
9237
9197
18434
2.91
2.91
2.91
2502 ( 27.0%)
4160 ( 45.2%)
6662 36.1%)
6735 ( 72.9%)
5037 ( 54.7%)
11772
63.8%)
263 (08/23/96)
298 (08/22/96)
10:00=
09:00=
09:00=
298 (08/22/96)
347 (08/20/96)
272 (08/22/96)
18:00=
15:15=
FINAL: 18:00=
347 (08/20/96)
FINAL ****************************
Avg Period Lane 1 33.1
Lane 2 33.0
-------
AVERAGE 33.0
ADT Lane 1 3178
Lane 2 3165
-------
ADT 6343
Avg Hour Lane 1 132.0
Lane 2 131.4
-------
AVERAGE 263.3
AM Fact.or Lane 1 0.491
Lane 2 0.847
-----
FINAL 0.847
PM Fact.or Lane 1 0.586
Lane 2 0.883
-----
FINAL 0.586
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
East of Narrow River Road
Orient
Friday, August 16, 1996
to
Friday, August 23, 1996
Disk #390. Cross Sound Ferry
File: Dividers
108/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 1
I
ISite ID :
Info 1:
Info 2:
BASIC COUNT DATA PRINT
I
Factor
MAIN
EB
WB
ROAD E/O NARROW RIVER RD. Start Time:
Start Date:
End Time
End Date
13:30
Aug 16,
11:30
Aug 23,
1996 Fri
1.000
1996 Fri
11*******************************************************************************
Lane #1 Info : EB
Lane Mode : Subtraction
Isensor Used : Axle
*******************************************************************************
I Date Time : 00 : 15 : 30 : 45 Total
. -----------------------------------------~---
08/16/96 13:00 45 46 91
14:00 59 68 69 32 228
15:00 36 53 45 51 185
16:00 58 51 62 47 218
17:00 30 43 51 56 180
18:00 42 58 32 32 164
19:00 36 36 36 34 142
20:00 21 22 38 27 108
21:00 19 32 19 9 79
22:00 7 11 14 5 37
23:00 7 5 2 3 17
I
I
I
~aily Total :
~ Total :
PM Total
"eak AM Hour:
"eak PM Hour:
1449
o
1449
( 0.0%)
(100.0%)
242 ( 16.7%)
Average period:
Average Hour
33.7
131. 7
13 : 45=
Peak AM Factor:
Peak PM Factor: 0.877
I
I
I
I
I
I
I
108/23/96
15:43:04
I
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 2
1*******************************************************************************
Lane #1 Info : EB
Lane Mode : Subtraction
Isensor Used : Axle
*******************************************************************************
Date Time :00 :15 :30 :45 Total
1---------------------------------------------
08/17/96 00:00 4 4 3 0 11
01:00 3 1 1 0 5
I 02:00 0 2 1 1 4
03:00 1 0 0 1 2
04:00 0 3 5 4 12
I 05:00 1 5 10 9 25
06:00 24 47 67 37 175
07:00 36 36 55 29 156
08:00 42 52 65 45 204
I 09:00 53 55 71 46 225
10:00 66 77 60 55 258
11:00 55 72 59 63 249
I 12:00 67 72 79 64 282
13:00 57 60 64 56 237
14:00 61 94 70 83 308
I 15:00 65 51 57 42 215
16:00 41 64 59 40 204
17:00 39 52 41 35 167
18:00 40 37 46 26 149
I 19:00 23 29 34 30 116
20:00 18 34 25 23 100
21:00 14 20 19 11 64
I 22:00 7 8 6 8 29
23:00 3 4 7 2 16
lSilY Total : 3213 Average Period: 33.1
Total : 1326 41. 2%) Average Hour 133.9
M Total : 1887 58.7%)
Peak AM Hour: 09:30= 260 ( 8.0%) Peak AM Factor: 0.844
leak PM Hour: 14:15= 312 ( 9.7%) Peak PM Factor: 0.830
I
I
I
I
I
108/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 3
I
11.***************************************************.**************************
~ane #1 Info : EB
Lane Mode : Subtraction
Isensor Used : Axle
*******************************************************************************
I Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/18/96 00:00 6 2 5 2 15
01:00 2 2 2 0 6
I 02:00 1 4 1 1 7
03:00 0 3 1 0 4
04: 00 0 0 2 1 3
I 05:00 3 9 4 7 23
06:00 25 38 54 42 159
07:00 29 41 54 30 154
I 08:00 33 54 52 51 190
09:00 46 57 60 53 216
10:00 50 73 64 77 264
11:00 67 94 105 106 372
I 12:00 75 97 87 65 324
13:00 70 76 90 82 318
14:00 70 88 115 99 372
I 15:00 74 60 85 73 292
16:00 95 85 73 59 312
17:00 49 65 78 39 231
I 18:00 48 51 50 35 184
19:00 29 49 43 26 147
20:00 25 35 35 29 124
21:00 20 18 15 5 58
I 22:00 2 3 11 5 21
23:00 6 2 3 0 11
EilY Total : 3807 Average period: 39.2
Total : 1413 37.1%-) Average Hour 158.6
. M Total : 2394 62.8%-)
Peak AM Hour: 11:00= 372 ( 9.n) Peak AM Factor: 0.877
leak PM Hour: 14:15= 376 ( 9.8%-) Peak PM Factor: 0.817
I
I
I
I
I
I
08/23/96
115:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 4
11*******************************************************************************
Lane #1 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date
Time
:00
:15
:30
: 45 Total
---------------------------------------------
108/19/96 00:00 4 1 1 0 6
01:00 1 1 1 0 3
02:00 0 0 0 0 0
03:00 0 1 3 1 5
I 04:00 0 1 1 2 4
05:00 1 4 7 5 17
06:00 23 46 58 49 176
I 07:00 32 47 81 46 206
08:00 23 41 55 45 164
09:00 57 62 63 49 231
I 10:00 39 64 56 62 221
11:00 52 58 58 55 223
12:00 42 75 59 36 212
13:00 52 54 38 38 182
I 14:00 67 49 46 39 201
15:00 49 37 38 26 150
16:00 31 69 38 43 181
I 17:00 33 41 41 21 136
18:00 25 36 52 28 141
19:00 15 34 23 17 89
20:00 10 23 14 3 50
I 21:00 10 7 8 4 29
22:00 4 5 8 9 26
23:00 5 0 2 0 7
~ailY Total : 2660 Average Period: 27.4
AM Total : 1256 47.2%-) Average Hour 110.8
1M Total : 1404 52.7%)
eak AM Hour: 10:15= 234 ( 8.7%) Peak AM Factor: 0.914
eak PM Hour: 12:15= 222 ( 8.3%) Peak PM Factor: 0.740
I
I
I
I
I
I 08/23/96
115:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 5
II *******************************************************************************
Lane #1 Info EB
I Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/20/96 00:00 1 2 0 0 3
I 01:00 3 1 0 0 4
02:00 0 0 0 0 0
03:00 0 0 1 0 1
I 04:00 1 1 1 1 4
05:00 1 3 5 5 14
06:00 14 41 46 38 139
I 07:00 27 66 78 59 230
08:00 26 56 40 32 154
09:00 52 59 68 47 226
10:00 48 70 65 25 208
I 11:00 40 67 50 49 206
12:00 30 59 34 52 175
13:00 32 36 39 30 137
I 14:00 34 41 37 48 160
15:00 46 42 40 43 171
16:00 37 39 31 38 145
17:00 28 26 48 33 135
I 18:00 18 33 30 26 107
19:00 19 21 26 18 84
20:00 23 10 14 15 62
I 21:00 8 12 5 8 33
22:00 5 3 9 3 20
23:00 2 1 2 4 9
tailY Total : 2427 Average Period: 25.0
~ Total : 1189 48.9%) Average Hour 101.1
PM Total 1238 51. 0%)
teak AM Hour: 09:30= 233 ( 9.6%) Peak AM Factor: 0.832
eak PM Hour: 12:15= 177 ( 7.2%) Peak PM Factor: 0.750
II
I
II
I
I
II
08/23/96
115:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 6
11*******************************************************************************
Lane #1 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/21/96 00:00 1 1 2 2 6
01:00 3 0 0 0 3
02:00 2 1 0 0 3
03:00 0 1 1 0 2
I 04:00 1 0 0 1 2
05:00 2 5 5 7 19
06:00 15 36 45 37 133
II 07:00 29 53 69 59 210
08:00 21 49 50 28 148
09:00 29 63 74 31 197
10:00 35 48 47 30 160
I 11:00 49 60 50 51 210
12:00 34 42 48 43 167
13:00 42 36 42 42 162
1 14:00 38 45 41 35 159
15:00 30 39 40 26 135
16:00 39 46 34 20 139
II 17:00 26 51 50 35 162
18:00 20 22 16 19 77
19:00 17 25 21 4 67
20:00 6 11 14 9 40
I 21:00 8 12 8 6 34
22:00 3 12 10 1 26
23:00 5 3 3 2 13
~ilY Total : 2274 Average Period: 23.4
Total : 1093 48.0%) Average Hour 94.8
1M Total : 1181 51.9%)
eak AM Hour: 07:00= 210 ( 9.2%) Peak AM Factor: 0.761
eak PM Hour: 12:15= 175 ( 7.6%) Peak PM Factor: 0.911
I
I
I
I
I
108/23/96
115:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 7
11*******************************************************************************
Lane #1 Info EB
I Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date Time :00 :15 :30 :45 Total
. ---------------------------------------------
08/22/96 00:00 3 1 0 1 5
I 01:00 0 0 1 0 1
02:00 1 0 0 0 1
03:00 0 1 0 0 1
I 04:00 1 2 2 2 7
05:00 2 2 6 9 19
06:00 21 35 58 37 151
I 07:00 28 63 59 42 192
08:00 22 44 52 36 154
09:00 38 67 71 42 218
10:00 53 60 44 33 190
I 11:00 42 46 59 44 191
12:00 54 62 44 34 194
13:00 37 37 40 39 153
I 14:00 49 43 46 45 183
15:00 36 36 39 46 157
16:00 54 53 35 28 170
17:00 19 43 30 29 121
I 18:00 29 39 25 28 121
19:00 14 32 31 27 104
20:00 20 15 13 9 57
I 21:00 10 6 9 7 32
22:00 4 8 9 2 23
23:00 2 1 4 2 9
~ilY Total : 2454 Average Period: 25.3
Total : 1130 46.0%) Average Hour 102.3
PM Total 1324 53.9%)
teak AM Hour: 09:15= 233 ( 9.4%) Peak AM Factor: 0.820
eak PM Hour: 12:00= 194 ( 7.9%) Peak PM Factor: 0.782
I
I
II
I
I
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
I
I
08/23/96
15:43:04
Page: 8
I *******************************************************************************
Lane #1 Info EB
I Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I
Time
Date
:00
:15
:30
: 45 Total
---------------------------------------------
08/23/96 00:00 2 0 0 1
I 01:00 2 0 0 1
02:00 1 2 2 0
03:00 1 1 0 0
I 04:00 2 0 0 0
05:00 3 4 7 9
06:00 19 42 58 35
I 07:00 45 61 67 51
08:00 36 33 53 42
09:00 42 62 58 45
10:00 55 59 53 41
I 11:00 38 70 55
Daily Total
lAM Total :
PM Total :
Peak AM Hour:
I Peak PM Hour:
1158
1158
o
07:00=
(100.0%)
( 0.0%)
224 ( 19.3%)
I
I
I
I
I
I
I
I
3
3
5
2
2
23
154
224
164
207
208
163
Average Period:
Average Hour
24.6
96.5
Peak AM Factor: 0.836
Peak PM Factor:
1 08/23/96
115:43:04
I
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 9
*******************************************************************************
Lane #2 Info WB
I Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I__~:::_--~~~:_---~~~---~::_--~~~---~~:_-~~:::
08/16/96 13:00 25 57 82
I 14:00 38 25 99 90 252
15:00 33 39 91 43 206
16:00 30 26 46 148 250
I 17:00 46 24 21 65 156
18:00 74 9 122 26 231
19:00 20 30 69 30 149
20:00 100 21 103 34258
I 21:00 8 32 10 80 130
22:00 17 73 65 8 163
23:00 53 1 9 7 70
IDailY Total :
AM Total
.~M Total :
Eeak AM Hour:
Peak PM Hour:
1947
o
1947
( 0.0%)
(100.0%)
270 ( 13.8%)
Average Period: 45.3
Average Hour 177.0
17:45=
Peak AM Factor:
Peak PM Factor: 0.553
I
I
I
I
I
I
I
I
I
I
08/23/96
115:43:04
I
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 10
*******************************************************************************
Lane #2 Info WE
I Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date Time : 00 : 15 : 30 : 45 Total
---------------------------------------------
08/17/96 00:00 3 1 1 2 7
I 01:00 0 1 1 1 3
02:00 2 1 1 2 6
03:00 0 0 1 1 2
I 04:00 0 0 2 0 2
05:00 0 1 1 2 4
06:00 2 1 11 8 22
I 07:00 10 12 37 18 77
08:00 12 16 70 56 154
09:00 40 16 32 41 129
10:00 38 29 137 56 260
I 11:00 21 62 64 48 195
12:00 33 29 44 128 234
13 :00 61 54 44 78 237
I 14:00 52 49 39 161 301
15:00 60 69 112 52 293
16:00 38 46 63 142 289
I 17:00 63 47 40 90 240
18:00 58 34 39 126 257
19:00 23 32 82 64 201
20:00 71 14 74 47 206
I 21:00 18 9 6 67 100
22:00 33
23:00 27 12 10 6
55
IDailY Total :
AM Total :
PM Total
Ipeak AM Hour:
Peak PM Hour:
3397
861
2536
10:30=
14:45=
25.3%)
74.6%)
276 ( 8.1%)
402 ( 11.8%)
Average Period: 35.0
Average Hour 141.5
Peak AM Factor: 0.504
Peak PM Factor: 0.624
I
I
I
I
II
I
1
08/23/96
115:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 11
1*******************************************************************************
Lane #2 Info WB
I Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date
Time
:00
:15
: 30
:45 Total
---------------------------------------------
108/18/96 00:00 5 3 2 1 11
01:00 2 1 4 0 7
02:00 0 1 0 1 2
03:00 1 0 0 0 1
I 04:00 2 4 0 0 6
05:00 5 2 0 3 10
06:00 3 3 7 16 29
I 07:00 9 5 17 35 66
08:00 14 11 17 32 74
09:00 27 25 36 43 131
10:00 14 46 69 31 160
I 11:00 41 39 68 39 187
12:00 48 41 53 138 280
13:00 88 67 48 56 259
I 14:00 97 44 137 116 394
15:00 64 115 88 69 336
16:00 59 55 43 118 275
I 17:00 164 82 66 97 409
18:00 136 42 100 99 377
19:00 43 50 89 45 227
20:00 126 25 8 109 268
I 21:00 42 15 5 99 161
22:00 16 46 76 8 146
23:00 6 50 6 6 68
IDailY Total : 3884 Average period: 40.0
AM Total : 684 17.6%) Average Hour 161.8
PM Total : 3200 82.3%)
I Peak AM Hour: 10:15= 187 ( 4.8%) Peak AM Factor: 0.678
Peak PM Hour: 14:30= 432 ( 11.1%) Peak PM Factor: 0.788
1
I
I
I
I
,
08/23/96
115:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 12
, *******************************************************************************
Lane #2 Info WB
'Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
1 Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/19/96 00:00 0 0 1 0 1
01:00 2 0 0 1 3
02:00 0 0 0 0 0
03:00 0 0 2 0 2
, 04:00 0 2 0 1 3
05:00 0 2 0 4 6
06:00 7 8 8 9 32
1 07:00 15 10 19 28 n
08:00 22 10 52 39 123
09:00 27 18 11 36 92
I 10:00 24 15 79 32 150
11:00 22 18 84 38 162
12:00 39 20 33 114 206
13:00 40 37 32 70 179
, 14:00 43 43 134 35 255
15:00 25 63 63 58 209
16:00 28 24 39 149 240
I 17:00 54 32 26 70 182
18:00 92 19 69 85 265
19:00 16 60 29 35 140
I 20:00 109 14 10 97 230
21:00 4 6 8 53 71
22:00 18 4 55 4 81
23:00 16 3 2 12 33
I Daily Total : 2737 Average Period: 28.2
AM Total 646 23.6%) Average Hour 114.0
1 PM Total : 2091 76.3%)
Peak AM Hour: 11:00= 162 ( 5.9%) Peak AM Factor: 0.482
Peak PM Hour: 13:45= 290 ( 10.5%) Peak PM Factor: 0.541
,
1
I
I
I
1
08/23/96
115:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 13
1*******************************************************************************
Lane #2 Info WB
ILane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/20/96 00:00 0 2 0 0 2
01:00 1 1 1 0 3
02:00 0 0 0 0 0
03:00 0 1 0 0 1
1 04:00 0 1 0 0 1
05:00 1 1 1 3 6
06:00 2 7 9 6 24
1 07:00 11 12 21 22 66
08:00 14 11 44 25 94
09:00 8 20 14 36 78
10:00 19 23 63 20 125
1 11:00 21 56 35 22 134
12:00 30 32 53 61 176
13: 00 26 33 28 54 141
1 14: 00 37 27 119 39 222
15:00 35 80 34 54 203
16:00 30 30 40 162 262
1 17:00 37 24 20 49 130
18:00 130 21 89 52 292
19:00 12 31 56 41 140
20:00 130 11 3 56 200
I 21:00 10 7 5 67 89
22:00 16 4 31 7 58
23:00 18 3 0 12 33
IDailY Total : 2480 Average Period: 25.6
AM Total : 534 21. 5%) Average Hour 103.3
PM Total : 1946 78.4%)
Ipeak AM Hour: 10:30= 160 ( 6.4%) Peak AM Factor: 0.635
Peak PM Hour: 18:00= 292 ( 11.7%) Peak PM Factor: 0.562
1
1
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 14
*******************************************************************************
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
---------------------------------------------
08/21/96 00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
I Daily Total :
AM Total :
PM Total
I Peak AM Hour:
Peak PM Hour:
I
I
I
I
'.
:00
:15
:30
:45
Total
2 1 1 0 4
2 1 0 1 4
0 2 1 0 3
0 0 0 1 1
2 1 0 0 3
0 0 2 5 7
2 6 7 14 29
8 14 15 21 58
20 9 19 54 102
9 17 35 29 90
18 15 44 26 103
22 26 67 30 145
33 32 72 43 180
30 18 24 66 138
40 32 109 52 233
24 36 73 55 188
24 16 76 104 220
18 20 14 81 133
94 19 122 14 249
12 54 27 6 99
113 14 5 78 210
7 6 10 54 77
8 8 21 4 41
22 6 5 11 44
2361 Average Period: 24.3
549 23.2%-) Average Hour 98.4
1812 76.7%-)
11:00= 145 ( 6.1%-) Peak AM Factor: 0.541
17:45= 316 ( 13.3%-) Peak PM Factor: 0.648
I .
08/23/96
115:43:04
DUNN ENGINEERING
66 Mairt Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 15
1*******************************************************************************
Lane #2 Info WB
ILane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
1 Date Time :00 :15 :30 :45 Total
---------------------------------------------
08/22/96 00:00 5
1 01: 00 2
02:00 0
03:00 1
1 04:00 0
05:00 1
06:00 1
I 07:00 13
08:00 12
09:00 14
10:00 20
1 11:00 15
12:00 34
13:00 73
1 14:00 32
15:00 40
16:00 30
I 17:00 70
18:00 96
19:00 10
20:00 128
I 21:00 9
22:00 16
23:00 4
Ihaily Total: 2506
~ Total : 486
PM Total
L Peak AM Hour:
eak PM Hour: 17:45=
I
1
1
1
I
2 3 0 10
1 0 1 4
0 0 0 0
0 0 0 1
0 1 1 2
1 1 2 5
4 11 11 27
6 16 21 56
10 16 39 77
10 9 49 82
13 50 15 98
33 54 22 124
43 10 62 149
31 24 64 192
28 143 29 232
36 68 62 206
35 27 104 196
17 33 50 170
23 122 26 267
41 46 16 113
29 69 28 254
11 7 73 100
4 73 7 100
24 4 9 41
Average period: 25.8
( 19.3%) Average Hour 104.4
09:45= 132 5.2%) Peak AM Factor: 0.660
291 ( 11.6%) Peak PM Factor: 0.596
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 16
Lane #2 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
08/23/96
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
I
I
I
I
I
I
I
II
2 2 1 2 7
0 1 2 1 4
1 0 0 2 3
2 0 0 0 2
0 0 0 0 0
1 3 0 5 9
3 5 8 9 25
10 12 21 16 59
20 11 10 48 89
16 12 11 55 94
26 12 39 101 178
21 22 76 119
589 Average Period: 12.5
589 (100.0%) Average Hour 49.1
0 ( 0.0%)
10:45= 220 ( 37.3%) Peak AM Factor: 0.545
Peak PM Factor:
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
08/23/96
15:43:04
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 17
===============================================================================
GRAND TOTALS
===============================================================================
***************************** LANES #1, & #2 FINAL ****************************
Total Lane 1
Lane 2
TOTAL
# Days Lane 1
Lane 2
HIGHEST
AM Total Lane 1
Lane 2
TOTAL
PM Total Lane 1
Lane 2
TOTAL
Peak AM Lane 1
Lane 2
FINAL
Peak PM Lane 1
Lane 2
19442
19901
39343
7
7
Avg Period Lane 1 28.9
Lane 2 29.6
-------
AVERAGE 29.3
ADT Lane 1 2777
Lane 2 2843
-------
ADT 5620
Avg Hour Lane 1 116.4
Lane 2 119.2
-------
AVERAGE 235.6
7
8565 ( 44.0%)
4349 ( 21. 8%)
12914
10877
15552
26429
11:00=
10:30=
11:00=
14:15=
14:30=
FINAL: 14:30=
32.8%)
55.9%)
78.1%)
67.1%)
372 (08/18/96)
276 (08/17/96)
AM Factor Lane 1 0.877
Lane 2 0.504
-----
FINAL 0.877
PM Factor Lane 1 0.817
Lane 2 0.788
-----
FINAL 0.788
372 (08/18/96)
376 (08/18/96)
432 (08/18/96)
432 (08/18/96)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
West of Cross Sound Ferry Terminal
Orient
Friday, August 16, 1996
to
Friday, August 23, 1996
Disk #390. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 1
l
BASIC COUNT DATA PRINT
Site ID : MAIN ROAD W/O FERRY ENT. Start Time: 14:00
Info 1 : WB Start Date: Aug 16, 1996 Fri
Info 2 : EB End Time 11:30
End Date Aug 23, 1996 Fri
Factor 1.000
*********'~*********************************************************************
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*********~'*********************************************************************
Date
Time
---------------------------------------------
08/16/96 14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
2.2:00
23:00
I Daily Total :
AM Total :
PM Total :
Peak AM Hour:
I Peak PM Hour:
I
I
I
I
I
I
II
:00
:15
:30
:45 Total
17 11 138 22 188
9 29 60 12 110
17 6 59 66 148
31 8 8 64 III
61 6 119 10 196
10 30 46 66 152
52 7 107 12 178
1 29 4 81 115
7 112 15 6 140
52 4 1 1 58
1396 Average Period: 34.0
0 ( O.O%-) Average Hour 139.6
1396 (100.0%-)
Peak AM Factor:
17:45= 250 ( 17.9%-) Peak PM Factor: 0.525
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 2
Lane #1 Info WB
Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
Date
Time
:00
:15
:30
:45
Total
---------------------------------------------
1 0 0 0 1
0 0 1 1 2
0 1 1 0 2
0 0 0 0 0
0 0 0 1 1
0 0 4 1 5
1 6 1 4 12
5 5 28 6 44
3 3 82 11 99
20 6 29 21 76
22 6 127 12 167
12 67 24 26 129
20 16 16 127 179
34 21 21 56 132
35 22 70 91 218
28 49 63 25 165
22 24 24 115 185
33 24 17 96 170
27 16 64 72 179
17 43 33 70 163
30 5 91 17 143
3 4 11 67 85
16 55 25 16 112
11 7 1 2 21
2290 Average Period: 23.6
538 23.4%) Average Hour 95.4
1752 76.5%)
10:30= 218 ( 9.5%) Peak AM Factor: 0.429
14:30= 238 ( 10.3%) Peak PM Factor: 0.654
I
I
I
I
I
I,
I
08/23/96
15:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 3
I **********",********************************************************************
Lane #1 Info WB
I Lane Mode : Subtraction
Sensor Used : Axle
**********i'********************************************************************
I
Date
Ti.me
:00
:15
:30
:45 Total
---------------------------------------------
I 08/18/96 00:00 3 0 2 0 5
01:00 0 1 1 0 2
02:00 0 0 0 0 0
03:00 0 1 0 0 1
I 04:00 2 0 0 0 2
05:00 0 0 0 1 1
06:00 0 2 5 5 12
I 07:00 5 0 27 12 44
08:00 6 3 2 28 39
09:00 12 8 31 24 75
I 10:00 10 60 29 11 110
11:00 17 31 36 14 98
12:00 27 12 57 104 200
13: 00 42 52 37 42 173
I 14:00 68 24 153 72 317
15:00 44 77 37 36 194
16:00 20 13 6 120 159
I 17:00 102 47 24 104 277
18:00 73 12 117 36 238
19:00 14 61 33 66 174
I 20:00 66 4 40 64 174
21:00 29 9 4 98 140
22:00 6 89 30 6 131
23:00 23 33 2 0 58
IDailY Total : 2624 Average Period: 27.1
AM Total 389 14.8%) Average Hour 109.3
IPM Total : 2235 85.1%)
Peak AM Hour: 09:30= 125 ( 4.7%) Peak AM Factor: 0.521
Peak PM Hour: 14:30= 346 ( 13.1%) Peak PM Factor: 0.565
I
I
I
I
II
I.
08/23/96
115 :34 :32
I *******************************************************************************
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 4
Lane #1 Info WB
I Lane Mode : Subtraction
Sensor Used : Axle
**********~,********************************************************************
I
Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
I 08/19/96 00:00 0 0 0 0 0
01:00 1 0 0 0 1
02:00 1 0 0 0 1
03:00 0 0 1 1 2
I 04:00 0 0 0 0 0
05:00 0 0 0 2 2
06:00 0 2 4 6 12
I 07:00 6 2 13 9 30
08:00 4 3 S4 11 72
09:00 13 6 5 30 54
10:00 7 8 68 19 102
I 11:00 14 10 63 24 111
12:00 19 13 71 60 163
13 :00 27 12 20 50 109
I 14:00 18 18 127 21 184
15:00 19 67 22 11 119
16:00 6 10 13 104 133
I 17:00 36 7 9 85 137
18:00 51 9 88 41 189
19:00 14 58 9 63 144
20:00 63 2 33 62 160
I 21:00 5 0 1 63 69
22:00 5 1 57 2 65
23:00 19 3 0 0 22
IDaily Total : 1881 Average Period: 19.4
AM Total : 387 20.5%) Average Hour 78.4
PM Total : 1494 79.4%)
Ipeak AM Hour: 09:45= 113 ( 6.0%) Peak AM Factor: 0.415
Peak PM Hour: 14:30= 234 ( 12.4%) Peak PM Factor: 0.461
I
I
I
I
I
I
OB/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 1197B
(516) 2BB-24BO
Page: 5
1***********.********************************************************************
Lane #1 Info WB
ILane Mode : Subtraction
Sensor Used : Axle
**********~,********************************************************************
I Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
IOB/2O/96 00:00 0 0 0 0 0
01:00 0 2 2 0 4
02:00 0 0 0 0 0
03:00 0 0 0 0 0
I 04:00 0 2 0 0 2
05:00 0 0 1 1 2
06:00 2 2 1 2 7
I 07:00 4 2 0 6 12
OB:OO 5 4 44 6 59
09:00 2 B 5 22 37
10:00 12 7 S6 B 83
I 11:00 6 47 15 10 7B
12:00 19 10 75 1B 122
13: 00 17 13 25 35 90
I 14:00 12 1B 100 21 151
15:00 17 65 16 15 113
16:00 15 12 1B 107 152
I 17:00 13 15 B 92 12B
1B:00 67 8 11.2 12 199
19:00 4 52 11 33 100
20:00 101 4 30 23 15B
I 21:00 5 3 1 73 B2
22:00 5 2 33 0 40
23:00 16 2 2 1 21
~ilY Total : 1640 Average Period: 16.9
Total : 2B4 17.3%-) Average Hour 6B.3
1M Total : 1356 B2.6%-)
eak AM Hour: 10:30= 117 ( 7.1%-) Peak AM Factor: 0.522
eak PM Hour: 17:45= 279 ( 17.0%-) Peak PM Factor: 0.623
I
I
I
I
I
1
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 6
1**********,,********************************************************************
Lane #1 Info WB
ILane Mode : Subtraction
Sensor Used : Axle
**********,r********************************************************************
1 Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/21/96 00:00 1 1 1 0 3
01:00 2 0 0 0 2
02:00 0 1 1 0 2
03:00 0 0 1 1 2
1 O~i: 00 0 0 0 0 0
0:;: 00 0 0 0 0 0
06:00 3 3 1 3 10
I 07:00 4 4 4 7 19
OB:OO 3 2 40 9 54
09:00 6 6 23 17 52
I 10:00 7 4 42 14 67
11:00 12 49 27 19 107
12:00 15 11 69 20 115
13 :00 18 8 18 56 100
I 14:00 20 17 104 21 162
15:00 8 53 26 13 100
16:00 12 12 92 16 132
I 17:00 9 13 7 121 150
18:00 38 10 116 6 170
19:00 4 53 14 31 102
20:00 90 1 34 42 167
1 21:00 2 5 4 46 57
22:00 4 27 4 5 40
23:00 23 5 0 0 28
IDaily Total : 1641 Average period: 16.9
AM Total : 318 19.3%) Average Hour 68.4
PM Total : 1323 80.6%)
Ipeak AM Hour: 10:30= 117 ( 7.1%) Peak AM Factor: 0.597
Peak PM Hour: 17:45= 285 ( 17.3%) Peak PM Factor: 0.589
I
1
I
I
1
1
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 7
1**********,,********************************************************************
Lane #1 Info WE
ILane Mode : Subtraction
. Sensor Used : Axle
*******************************************************************************
1 Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/22/96 00:00 0 0 0 0 0
01:00 0 0 0 1 1
02:00 0 0 0 0 0
03:00 0 0 0 0 0
I 04:00 0 0 0 1 1
05:00 1 0 0 1 2
06:00 2 1 2 5 10
1 07:00 0 1 5 4 10
08:00 2 3 34 5 44
09:00 8 0 4 40 52
I 10:00 7 30 16 7 60
11:00 7 49 20 15 91
12:00 21 17 9 80 127
13:00 27 17 20 47 111
I 14:00 18 12 132 10 172
15:00 22 10 64 12 108
16:00 13 14 10 92 129
I 17:00 16 11 12 70 109
18:00 62 10 119 8 199
19:00 4 56 9 9 78
20:00 124 12 92 2 230
1 21:00 1 2 1 69 73
22:00 5 35 43 3 86
23:00 14 14 3 1 32
IDailY Total 1725 Average Period: 17.8
AM Total 271 15.7%) Average Hour 71.9
PM Total : 1454 84.2%-)
I Peak AM Hour: 09:45= 93 ( 5.3%) Peak AM Factor: 0.581
Peak PM Hour: 17:45= 261 ( 15.1%-) Peak PM Factor: 0.548
1
I
I
I
I
I
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 8
11**********,,********************************************************************
Lane #1 Info WB
ILane Mode : Subtraction
Sensor Used : Axle
**********~r********************************************************************
I Date
Ti.me
:00
:15
:.30
:45 Total
---------------------------------------------
108/23/96 00:00 0 1 0 0
01:00 0 1 1 1
0;::: 00 0 0 0 1
03:00 2 0 0 0
I 04:00 0 0 0 0
05:00 0 3 0 2
06:00 4 1 2 4
I 07:00 3 9 13 3
08:00 8 6 4 42
09:00 12 5 7 43
I 10:00 10 3 71 46
11:00 8 13 63
Daily Total
lAM Total
PM Total
Peak AM Hour:
IPeak PM Hour:
392
392
o
10:30=
(100.0%)
( 0.0%)
138 ( 35.2%)
I
I
I
I
1
I
I
I
1
3
1
2
o
5
11
28
60
67
130
84
Average Period:
Average Hour
8.3
32.7
Peak AM Factor: 0.486
Peak PM Factor:
I
08/23/96
I 15:34:32
I
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 9
*******************************************************************************
Lane #2 Info EB
I Lane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I
Date
Time
---------------------------------------------
108/16/96
14:00
lS:00
16:00
17:00
113:00
19:00
20:00
21:00
22:00
23:00
IDailY Total :
AM Total :
PM Total
I Peak AM Hour:
Peak PM Hour:
I
I
I
I
I
I
I
I
I
'I
II
:00
:15
:30
39 54 54
21 47 29
35 38 40
31 22 36
30 44 24
22 32 29
19 20 22
13 24 12
4 7 4
5 3 0
950
0 ( 0.0%)
950 (100.0%)
14:00= 170 ( 17. B%)
:45 Total
23
29
36
28
22
24
20
4
3
1
170
126
149
117
120
107
81
53
18
9
Average Period:
Average Hour
23.2
95.0
Peak AM Factor:
Peak PM Factor: 0.787
1
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 10
11**********,,********************************************************************
Lane #2 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
**********;r********************************************************************
I Date
Ti.me
:00
:15
:30
---------------------------------------------
:45 Total
108/17/96 00:00 0 0 0
01:00 0 1 1
02:00 0 1 1
03:00 0 0 0
I 04:00 0 0 0
05,: 00 0 3 8
06:00 15 48 40
I 07:00 24 30 45
08:00 28 43 57
09:00 28 63 60
I 10:00 45 53 47
11:00 38 50 48
12:00 43 53 54
13:00 35 32 47
I 14:00 45 56 67
15:00 37 53 44
16:00 26 37 36
I 17:00 25 32 29
18:00 31 28 38
19:00 19 17 22
20:00 13 26 25
I 21:00 13 9 10
22:00 2 2 2
23:00 2 2 4
JailY Total : 2241
AM Total
1M Total : 1289 ( 57.5%)
eak AM Hour: 09:15= 196 ( 8.7%)
eak PM Hour: 14:00= 225 ( 10.0%)
I
I
I I
I
I
o 0
o 2
o 2
o 0
3 3
5 16
22 125
21 120
33 161
28 179
24 169
39 175
39 189
27 141
57 225
22 156
33 132
26 112
18 115
20 78
18 82
7 39
4 10
2 10
952 ( 42.4%)
Average Hour
Peak AM Factor: 0.778
Peak PM Factor: 0.840
I
08/23/96
115: 34: 32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 11
11**********,,********************************************************************
Lane #2 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
**********i~********************************************************************
I Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/18/96 00:00 1 0 0 0 1
01.:00 0 1 1 0 2
02:00 0 0 0 1 1
03:00 0 0 0 0 0
I 04: 00 0 0 1 0 1
05,: 00 0 3 3 1 7
06:00 24 30 51 29 134
I 07:00 21 24 49 23 117
08:00 22 45 40 43 150
09:00 34 42 49 45 170
10:00 35 52 51 44 182
I 11:00 44 67 99 98 308
12:00 44 76 55 47 222
13:00 56 44 58 51 209
I 14:00 53 59 99 81 292
15:00 63 41 74 68 246
16:00 93 93 95 47 328
I 17:00 36 57 70 39 202
18:00 42 50 32 41 165
19:00 27 36 51 17 131
20:00 22 22 35 26 105
I 21:00 14 16 12 5 47
22:00 1 1 4 4 10
23:00 1 4 0 0 5
lailY Total : 3035 Average Period: 31. 3
AM Total : 1073 35.3%) Average Hour 126.5
EM Total : 1962 64.6%)
eak AM Hour: 11:00= 308 ( 10.1%) Peak AM Factor: 0.778
eak PM Hour: 15:45= 349 ( 11.4%) Peak PM Factor: 0.918
I
I
I
I
I I
I
I
I.
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 12
11**********0'********************************************************************
Lane #2 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
**********~,********************************************************************
I Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/19/96 00:00 1 0 2 0 3
01:00 0 0 0 0 0
02:00 0 0 0 0 0
03:00 0 1 0 1 2
I 04:00 0 0 1 2 3
05:00 1 3 3 3 10
06:00 18 42 41 29 130
I 07:00 24 36 59 24 143
08:00 20 32 48 29 129
09:00 35 51 56 38 180
I 10:00 27 52 43 42 164
11:00 32 41 45 32 150
12:00 38 54 45 27 164
13:00 34 27 32 30 123
I 14:00 36 38 46 30 150
15:00 26 35 24 18 103
16:00 24 47 27 17 115
I 17:00 20 20 30 18 88
18:00 15 21 38 16 90
19:00 25 21 22 11 79
I 20:00 6 12 14 3 35
21:00 7 3 8 1 19
22:00 1 1 2 2 6
23:00 5 1 0 0 6
IDailY Total : 1892 Average period: 19.5
AM Total 914 48.3%) Average Hour 78.8
,PM Total : 978 51.6%)
Peak AM Hour: 09:00= 180 ( 9.5%) Peak AM Factor: 0.804
Peak PM Hour: 1
1
I
,
I
I
I
115:34:32
08/23/96 DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
11*******************************************************************************
Lane #2 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
II Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/20/96 00:00 0 0 0 0 0
01:00 1 1 0 0 2
02:00 0 0 1 0 1
03:00 0 0 0 0 0
I 04:00 0 0 0 2 2
05:00 0 1 5 2 8
06:00 10 30 29 18 87
I 07:00 19 54 67 24 164
08:00 23 36 37 25 121
09:00 32 56 Sl 44 183
I 10:00 25 45 50 23 143
11:00 19 44 44 36 143
12:00 25 38 27 24 114
13:00 20 24 21 19 84
II 14:00 23 43 28 30 124
15:00 31 31 27 27 116
16:00 27 18 27 24 96
I 17:00 15 23 28 24 90
18:00 10 19 24 17 70
19:00 6 15 17 11 49
20:00 6 7 8 8 29
I 21:00 4 8 3 4 19
22:00 1 1 2 0 4
23:00 2 0 0 2 4
loailY Total : 1653 Average Period: 17.0
AM Total : 854 51.6%) Average Hour 68.9
PM Total : 799 48.3%)
teak AM Hour: 09:00~ 183 ( 11.0%) Peak AM Factor: 0.817
eak PM Hour: 14:15~ 132 ( 7.9%) Peak PM Factor: 0.767
II
I
1
I
I
1
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 14
11**********..********************************************************************
Lane #2 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/21/96 00:00 0 0 0 0 0
01:00 2 1 0 0 3
02:00 1 0 1 0 2
03:00 0 0 1 1 2
I 04:00 0 0 0 1 1
05:00 0 1 4 9 14
06:00 9 24 25 15 73
I 07:00 23 37 53 34 147
08:00 15 43 33 28 119
09:00 21 51 61 26 159
10:00 27 39 30 25 121
I 11:00 38 47 50 31 166
12:00 22 27 39 32 120
13 :00 19 22 30 28 99
I 14:00 35 34 38 22 129
15:00 16 29 26 19 90
16:00 19 30 31 18 98
I 17:00 16 25 31 17 89
18:00 17 15 15 14 61
19:00 9 22 18 6 55
20:00 4 5 12 4 25
I 21:00 6 8 2 3 19
22:00 1 1 2 3 7
23:00 3 1 0 0 4
IDailY Total : 1603 Average period: 16.5
AM Total : 807 50.3%) Average Hour 66.8
PM Total : 796 49.6%)
Ipeak AM Hour: 11:00= 166 ( 10.3%) Peak AM Factor: 0.830
Peak PM Hour: 13:45= 135 ( 8.4%) Peak PM Factor: 0.888
I
I
I
I
I
I
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 15
Il***********.t*******************************************************************
Lane #2 Info EB
ILane Mode : Subtraction
Sensor Used : Axle
*******************************************************************************
I Date
Time
:00
:15
:30
:45 Total
---------------------------------------------
108/22/96 00:00 1 0 0 0 1
01:00 0 0 0 0 0
02:00 1 0 0 0 1
03:00 0 0 0 0 0
I 04:00 0 0 1 1 2
05:00 1 2 5 4 12
06:00 D 2l 45 21 100
I 07:00 16 47 39 25 127
08:00 19 36 48 D 116
09:00 37 57 65 28 187
I 10:00 34 32 55 20 141
11:00 24 33 53 26 D6
12:00 32 42 34 22 DO
13:00 24 25 42 19 110
I 14:00 39 30 40 24 D3
15:00 26 20 30 30 106
16:00 30 34 32 20 116
I 17:00 15 23 21 19 78
18:00 9 19 20 20 68
19:00 8 17 16 25 66
20:00 8 9 7 3 27
I 21:00 6 2 7 3 18
22:00 0 4 1 2 7
23:00 0 0 0 0 0
loailY Total : 1682 Average period: 17.3
AM Total : 823 48.9%) Average Hour 70.1
PM Total : 859 51.0%)
teak AM Hour: 09:00= 187 ( 11.1%) Peak AM Factor: 0.719
Peak PM Hour: 14:00= D3 ( 7.9%) Peak PM Factor: O.
I
I
I
I
I
1-
08/23/96
115:34:32
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
1***********,,*******************************************************************
Lane #2 Info EB
II Lane Mode : Subtraction
Sensor Used : Axle
***********~~*******************************************************************
1 Date
:00
:15
:30
---------------------------------------------
:45 Total
Time
108/23/96 00:00 1 0 0
01:00 0 1 0
02:00 0 0 2
03:00 1 0 0
I 04:00 0 0 0
05:00 3 1 6
06:00 17 26 44
I 07:00 27 54 47
08:00 24 35 42
09:00 34 42 56
I 10:00 39 51 42
11:00 30 59 43
Daily Total :
lAM Total :
PM Total :
Peak AM Hou:r-:
I Peak PM Hour:
888
888
o
09:30=
(100.0%)
( 0.0%)
188 ( 21.1%)
II
I
I
II
I
1
1
I
o 1
1 2
1 3
o 1
o 0
7 17
22 109
33 161
37 138
42 174
18 150
132
Average Period:
Average Hour
18.9
74.0
Peak AM Factor: 0.839
Peak PM Factor:
,
08/23/96
115:34:32
DUNN ENGINEERING
66 Main Street
Westhampton Beach, NY 11978
(516) 288-2480
Page: 17
~==========---===========-======-===================-==========--=====--===-====
GRAND TOTALS
1==---=====---===========---========================-===-================-======
**********i'****************** LANES #1, & #2 FINAL ****************************
'Total Lane 1
Lane 2
~ TOTAL
# Days Lane 1
I Lane 2
HIGHEST
~ Total Lane 1
Lane 2
I TOTAL
PM Total Lane 1
I Lane 2
TOTAL
teak AM Lane 1
Lane 2
I
Peak
I
I
,
I
,
I
I
FINAL
PM Lane 1
Lane 2
13589
13944
27533
6.98
6.98
6.98
Avg Period Lane 1
Lane 2
20.3
20.8
AVERAGE
20.5
32.2%)
81. 0%)
54.7%)
ADT Lane 1 1947
Lane 2 1998
-------
ADT 3945
Avg Hour Lane 1 81. 9
Lane 2 84.0
-------
AVERAGE 165.9
2579 ( 18.9%)
6311 ( 45.2%)
8890
11010
7633
10:30=
11:00=
11:00=
14:30-
15:45-
FINAL: 15:45-
218 (08/17/96)
308 (08/18/96)
AM Factor Lane 1 0.429
Lane 2 0.778
-----
FINAL 0.778
PM Factor Lane 1 0.565
Lane 2 0.918
-----
FINAL 0.918
308 (08/18/96)
346 (08/18/96)
349 (08/18/96)
349 (08/18/96)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
East of C.R. 48
Greenport
Friday, August 8, 1997
to
Thursday, August 21, 1997
Disk #3'90, Cross Sound Ferry
File: Dividers
109/15/97
15:14:45
I
1
********************************************************************************
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 1
*** Hourly Multi-Channel Horizontal
***
I
II
I
10
1
ISite ID : RT.25 E/O C.R.48 GREENPORT Start Time 13:30
Info 1 : EB Start Date : Aug 8, 1997 Fri
Info 2 : WB End Time : 11:00
Factor : 1.000% End Date : Aug 21, 1997 Thu
1********************************************************************************
Lane #1 Info : EB Sensor Used : Axle
Lane Mode : Subtraction Divide By 2 : Yes
1********************************************************************************
Lane #2 Info : WB Sensor Used : Axle
Lane Mode : Subtraction Divide By 2 : Yes
11**********************::::**::::************************************************
Date Day' Time #1 #2 Avg. Total
I ~ ~ i ~ ~ i ~; - ;~ ~ - ~ ~ ~ ~ ~ - - - - ~ ~ ~ - - - ~ ~~. - - - - ~;; - - - - - - ~ ~ ~ -
15:00 453 520 486 973
16:00 457 450 453 907
17:00 465 495 480 960
18:00 462 369 415 831
19:00 406 517 461 923
20:00 338 341 339 679
21:00 287 406 346 693
22:00 264 240 252 504
23:00 203 270 236 473
HOUR TOTAL
PERCENTS
3776
48%
4013
52%
3894
7789
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-;~------------------;;;~--;;;~~----------------------~;~~~----~~~--~;~;;-
#2 4013 401.3 15:00 520 13.0%
IIcoMB.------ ------ --;;~~ -;~~~~ ----- ------ ------ ~~~~~ ---~;; -~;~~;
1
I
II
I
109/15/97
15:14:45
II
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 2
*** Hourly Multi-Channel Horizontal ***
1********************************************************************************
Site ID : RT.25 E/O C.R.48 GREEN PORT Date of Data: Aug 9, 1997 Sat
II Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
II
Lane Lane
Date Day Time #1 #2 Avg. Total
t-~i~;i;;-~~~-~~~~~----~;;---~~~:----~;~------;~~-
01:00 64 47 55 111
02:00 40 21. 30 61.
II 03:00 29 10 19 39
04:00 10 17 13 27
05:00 13 5' 11 22
II 06:00 48 33 40 81
07:00 244 77 160 321
08:00 300 166 233 466
II 09:00 375 365 370 740
10:00 478 430 454 908
11:00 575 593 584 1168
12:00 682 560 621 1242
II 13: 00 634 551 592 1185
14:00 576 565 570 1141
15:00 509 541 525 1050
II 16:00 485 543 514 1028
17:00 464 511 487 975
18:00 425 497 461 922
19:00 368 566 467 934
II 20:00 335 423 379 758
21:00 58 198 128 256
22:00 0 0 0 0
1 23:00 0 0 0 0
----- ----- ----- -------
24 HOUR TOTAL 6845 6840 6842 13685
II PERCENTS 50% 50%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
11--------------------------------------------------------------------------
#1 2309 192.4 4536 378.0 11:00 575 8.4% 12:00 682 10.0%
#2 1885 157.1 4955 412.9 11:00 593 8.7% 19:00 566 8.3%
10MB. ------ ------ ------ ------ ----- ------ ------ ----- ------ ------
4194 174.8 9491 395.5 11:00 1168 8.5% 12:00 1242 9.1%
II
II
II
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 3
Site ID RT.25 E/O C.R.48 GREENPORT Date of Data: Aug la, 1997 Sun
Info 1 : EB Adj. Factor : 1.00
Info 2 : \<18 # Of Lanes : 2
**********~'*********************************************************************
Date
Day
Time
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12: 00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Lane
#1
Lane
#2
Avg.
Total
0 I) 0 0
0 :2 1 2
0 I) 0 0
0 () 0 0
0 () 0 0
0 () 0 0
0 () 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 1 0 1
0 1. 0 1
0 -, 1 2
<,
0 4 2 4
0 3 1 3
0 1 0 1
0 1 0 1
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
----- ----- ----- -------
0 15 7 15
0% 100%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
~-;i-------~----~~~------~----~~~--~~~~~------~---~~~;-i;~~~------~---~~~;-
#2 4 0.3 11 0.9 01:00 2 13.3% 13:00 4 26.7%
ICOMB.-----~ ---~~; ----ii ---~~~ ~i~~~ -----; -i;~;; i;~~~ -----~ -;~~;;
I
I
I
II 09/15/97
15:14:45
II
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 4
*** Hourly Multi-Channel Horizontal ***
11********************************************************************************
Site ID : RT.25 E/O C.R.48 GREENPORT Date of Data Aug 11, 1997 Mon
II Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
II
Lane Lane
Date Day Time #1 #2 Avg. Total
I;~i~~i~;-~~~-g~~gg------g-----~:------g--------g-
II
II
II
II
II
II
II
24
II
02:00 0 (I 0 0
03:00 0 (I 0 0
04:00 0 (I 0 0
05:00 0 (I 0 0
06:00 0 (I 0 0
07:00 0 0 0 0
08:00 0 1 0 1
09:00 0 0 0 0
10:00 0 0 0 0
11:00 0 0 0 0
12:00 89 45 67 134
13:00 398 442 420 840
14:00 279 411 345 690
15:00 86 430 258 516
16:00 0 404 202 404
17:00 0 400 200 400
18:00 0 430 215 430
19:00 0 439 219 439
20:00 0 324 162 324
21:00 0 347 173 347
22:00 0 133 66 133
23:00 0 137 68 137
----- ----- ----- -------
HOUR TOTAL 852 3943 2397 4795
PERCENTS 18% 82%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
It#~-------;----;~;----~~;---;~~;--;;~;;------;---;~;%-~;~;;----;;~--~~~;%-
#2 1 0.1 3942 328.5 08:00 1 0.0% 13:00 442 11.2%
10MB. -----~ ---;~; --~;;~ -~;~~~ ;~~;; ___h~ h;~;% ~;~;; ---~~; -~;~~%
II
II
II
I 09/15/97
15:14:45
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 5
I *** Hourly Multi-Channel Horizontal ***
********************************************************************************
Site ID : RT.25 E/O C.R.48 GREENPORT Date of Data: Aug 12, 1997 Tue
I Info 1 : BB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
Date
Day Time
Lane
#1
Lane
#2
Avg.
Total
I
I
I
I
I
I
21
I
I~~/~;/~;-;~~-~~~~~------~----~~:-----~~-------~~-
02:00 0 1S 7 15
03:00 0 6 3 6
04:00 0 6 3 6
05:00 0 14 7 14
06:00 0 41 20 41
07:00 0 108 54 108
08:00 0 192 96 192
09:00 0 273 136 273
10:00 0 314 157 314
11:00 0 373 186 373
12:00 0 350 175 350
16:00 255 536 395 791
17:00 337 327 332 664
18:00 293 443 368 736
19:00 178 272 225 450
20:00 147 308 227 455
21:00 117 135 126 252
22:00 84 119 101 203
23:00 42 61 51 103
HOUR TOTAL
PERCENTS
1453
27%
3969
73%
2711
5422
AM AM PM PM Peak Peak Peak Peak Peak Peak
I~;~= - - =~=~~ - - - ~;~ ~ - - =~~~; - - ~~~~.~ - - ~~ ~~ - - =~=~~ - ~=;~;:= ~; ~~~ - - =~~;~ - ~;;~;:=
#2 1418 118.2 2551 283.4 11:00 373 9.4% 16:00 536 13.5%
ICOMB. --~~~~ --~~~~ --~~~~ -;;;~.~ ~~~~~ ---;;; --~~~; ~~~~~ ---;~~ -~~~~;
I
I
I
I
109/15/97
15:14:45
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 6
... Hourly Multi-Channel Horizontal...
1******************.**.*************.********************************************
Site ID : RT.25 E/O C.R.48 GREENPORT Date of Data: Aug 13, 1997 Wed
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
Lane Lane
Date Day Time #1 #2 Avg. Total
I;;;i;;;;-;;~-;;~;;-----;i----;;-----;~-------;;-
01:00 18 18 18 36
02:00 4 7 5 11
03:00 7 8 7 15
04:00 8 5' 8 17
05:00 40 37 38 77
06:00 170 101 135 271
07:00 308 198 253 506
08:00 272 267 269 539
09:00 357 283 320 640
10:00 307 344 325 651
11: 00 345 363 354 708
12: 00 316 418 367 734
13:00 5 404 204 409
14:00 0 354 177 354
15:00 4 4 4 8
16:00 0 56 28 56
17:00 0 51 25 51
18:00 0 42 21 42
19:00 0 11 5 11
20:00 1 4 2 5
21:00 0 0 0 0
22:00 0 1 0 1
23:00 0 0 0 0
----- ----- ----- -------
HOUR TOTAL 2203 3012 2607 5215
PERCEN'I'S 42% 58%
I
I
I
1
1
1
1
24
I
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
lI#i----i~;;--i~~~~----;;~---;;~:;--;;~;;----;~;--i~~;%-i;~;;----;i~--i~~;%-
#2 1667 138.9 1345 112.1 11:00 363 12.1% 12:00 418 13.9%
IJOMB.--;~~~ -i~;~; --i~;i --~;~I~ ii~;; ---;;~ -i;~~% i;~;; ---;;~ -i~~i%
I
I
I
I
I
I
1
1
I
1
I
I
1
1
I
09/15/97
15:14:45
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 7
*** Hourly Multi-Channel Horizontal ***
**********~~*********************************************************************
Site ID RT.25 E/O C.R.48 GREENPORT Date of Data: Aug 14, 1997 Thu
Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
******************************'t*************************************************
Date
Day Time
Lane
#1
Lane
#2
Avg.
Total
08/14/97 Thu
------------------------------------------------
124
I
HOUR TOTAL
PERCENTS
00:00 0 1 0 1
01:00 0 0 0 0
02:00 0 0 0 0
03:00 0 0 0 0
04:00 0 0 0 0
05:00 1 0 0 1
06:00 0 ", 1 2
<.
07:00 2 CI 1 2
08:00 3 CI 1 3
09:00 6 CI 3 6
10:00 9 1 5 10
11:00 7 3 5 10
12:00 11 4 7 15
13:00 15 2 8 17
14:00 25 5 15 30
15:00 12 6 9 18
16:00 29 7 18 36
17:00 12 0 6 12
18:00 18 4 11 22
19:00 1 1 1 2
20:00 1 0 0 1
21:00 1 0 0 1
22:00 0 0 0 0
23:00 1 0 0 1
----- ----- ----- -------
154 36 95 190
81% 19%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-;~------;~----;~;----~;~---i;~~--~;~;;------;---~~~;-i~~;;-----;;--~~~~;-
#2 7 0.6 29 2.4 11:00 3 8.3% 16:00 7 19.4%
ICOMB.----;~ ---~~~ ---~~~ ---~~~ ~;~;; ----~; --~~;; ~~~;; ----;~ -~~~;;
1
1
1
109/15/97
15:14:45
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 8
I
*** Hourly Multi-Channel Horizontal ***
1********************************************************************************
Site ID RT.25 Elo C.R.48 GREENPORT Date of Data: Aug 15, 1997 Fri
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
1
Date
Day
Time
Lane
#1
Lane
#2
Avg.
Total
108/15/97 Fri
------------------------------------------------
I
I
1
I
I
I
_4
I
HOUR TOTAL
PERCEN'l~S
00:00 0 (I 0 0
01:00 0 (I 0 0
02:00 0 (I 0 0
03:00 0 (I 0 0
04:00 0 0 0 0
05:00 0 0 0 0
06:00 0 0 0 0
07:00 2 1 1 3
08:00 4 0 2 4
09:00 1 0 0 1
10:00 8 5 6 13
11:00 17 29 23 46
12:00 554 400 477 954
13: 00 474 355 414 829
14:00 565 474 519 1039
15:00 503 384 443 887
16:00 548 417 482 965
17:00 642 269 455 911
18:00 532 366 449 898
19:00 440 277 358 717
20:00 430 299 364 729
21:00 385 239 312 624
22:00 314 175 244 489
23:00 216 59 137 275
----- ----- ----- -------
5635 3749 4692 9384
60% 40%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
II#~------;;----;~;---~~~;--~~~~~--~~~~~-----~;---~~;%-~;~~~----~~;--~~~~%-
#2 35 2.9 3714 309.5 11:00 29 0.8% 14:00 474 12.6%
------ ------ ------ ------ ----- ------ ------ ----- ------ ------
10MB. 67 2.8 9317 388.:2 11:00 46 0.5% 14:00 1039 11.1%
I
I
I
I 09/15/97
15:14:45
I
I *** Hourly Multi-Channel Horizontal ***
********************************************************************************
Site ID RT.25 E/O C.R.48 GREEN PORT Date of Data Aug 16, 1997 Sat
I Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 9
Lane Lane
Date Day Time #1 #2 Avg. Total
I ~~i~~i~;-~~~-~~~~~-----;;----;~;-----~;------~~~-
01:00 63 11 37 74
I
I
I
I
I
I
I
24
I
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12: 00
13:00
14: 00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
HOUR TOTAL
PERCENTS
44
18
17
63
282
382
405
537
616
740
715
572
523
471
421
420
324
315
214
223
193
152
7802
51%
II
9
HI
23
51
146
363
441
501
462
433
420
531
595
571
558
681
457
493
263
285
97
7434
49%
27
13
13
43
166
264
384
489
558
601
574
496
527
533
496
489
502
386
353
243
239
124
7618
55
27
27
86
333
528
768
978
lll7
1202
ll48
992
1054
1066
992
978
1005
772
707
486
478
249
15236
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-;~----;;~;--;;~~~---~~~;--;;~~~--~~~~~----;~~---;~~~-~;~~~----;~~---;~;~-
#2 2050 170.8 5384 448.7 10:00 501 6.7% 18:00 681 9.2%
ICOMB. --~;~; -;;~~; --;~;; -~~;~,~ ~~~~~ --~;~; --;~;~ ~;~~~ h~~~~ --;~~~
I
I
I
109/15/97
15:14:45
1
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 10
*** Hourly Multi-Channel Horizontal ***
1********************************************************************************
Site ID : RT.25 E/O C.R.48 GREENPORT Date of Data: Aug 17, 1997 Sun
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
1
Lane Lane
Date Day Time #1 #2 Avg. Total
I~~i~;i;;-~~~-~~~~~-----;~----~~;-----;~------~~;-
01:00 57 22 39 79
02:00 31 13 22 44
1 03:00 15 6 10 21
04:00 19 4 11 23
05:00 39 22 30 61
1 06:00 198 70 134 268
07:00 326 163 244 489
08:00 381 219 300 600
1 09:00 511 334 422 845
10:00 602 451 526 1053
11:00 698 426 562 1124
12: 00 667 459 563 1126
1 13:00 653 514 583 1167
14:00 709 385 547 1094
15:00 683 372 527 1055
1 16:00 628 330 479 958
17:00 596 460 528 1056
18:00 564 476 520 1040
19:00 394 289 341 683
1 20:00 397 307 352 704
21:00 282 169 225 451
22:00 169 152 160 321
124 23:00 81 44 62 125
----- ----- ----- -------
HOUR TOTAL 8794 5746 7270 14540
1 PERCEN'l~S 60% 40%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
It-----------.--------------------------------------------------------------
#1 2971 247.6 5823 485.3 11:00 698 7.9% 14:00 709 8.1%
#2 1789 149.1 3957 329.8 10:00 451 7.8% 13: 00 514 8.9%
JOMB. ------ ------ ------ ------ ----- ------ ------ ----- ------ ------
4760 198.3 9780 407.5 11:00 1124 7.7% 13:00 1167 8.0%
1
1
I
I 09/15/97
15:14:45
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 11
I *** Hourly Multi-Channel Horizontal ***
********************************************************************************
Site ID : RT.25 E/O C.R.48 GREENPORT Date of Data Aug 18, 1997 Mon
I Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
Lane Lane
Date Day Time #1 #2 Avg. Total
I~~i~~i;;-~~~-~~~~~-----~~----~~;-----;~-------~~-
01:00 19 8 13 27
I
I
I
I
I
I
I
24
I
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
HOUR TOTAL
PERCENTS
11
14
18
58
241
365
387
438
437
511
550
489
533
529
592
667
671
402
453
235
210
105
7983
72%
7
9
39
61
153
194
214
308
287
215
253
267
315
188
188
105
67
61
43
37
29
3064
28%
4
7
10
13
48
151
259
290
326
372
399
382
371
400
422
390
427
388
234
257
139
123
67
15
21
27
97
302
518
581
652
745
798
765
742
800
844
780
855
776
469
514
278
247
134
5523
11047
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~----;~~;"-;~;~;---~~;~--~~;~~--~~~~~----~~~---~~~~-~~~~~----~;~---~~~~-
#2 1296 108.0 1768 147.3 10:00 308 10.1% 15:00 315 10.3%
~OMB.--;~~; -~~~~~ --;;~~ -;~~~; ~~~~~ ---;;~ --;~;% ~;~~~ ---~~~ --;~;%
I
I
I
109/15/97
15:14:45
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 12
I *** Hourly Multi-Channel Horizontal ***
********************************************************************************
ISite ID : RT.25 E/O C.R.48 GREENPORT Date of Data: Aug 19, 1997 Tue
Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
Lane Lane
Date Day Time #1 #2 Avg. Total
I~~;i;;;;-~~;-~~:~~-----i;-----~-----;;-------;;-
01:00 25 5 15 30
02:00 18 1 10 21
I -'
03:00 16 4 10 20
04:00 26 3 14 29
05:00 67 14 40 81
I 06:00 264 36 150 300
07:00 463 58 260 521
08:00 456 80 268 536
I 09:00 602 89 345 691
10:00 635 117 376 752
11:00 645 161 403 806
12:00 607 159 383 766
I 13:00 588 150 369 738
14: 00 607 205 406 812
15:00 587 190 388 777
I 16:00 585 162 373 747
17:00 613 169 391 782
18:00 589 214 401 803
I 19:00 378 96 237 474
20:00 424 147 285 571
21:00 237 48 142 285
22:00 188 47 117 235
I 23:00 87 11 49 98
----- ----- ----- -------
24 HOUR TOTAL 8746 2173 5459 10919
I PERCENTS 80% 20%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-;i----i;~~--;;i~i---~;;~--;~;~~--ii:~~----~;~---;~;;-i;:~~----~ii---;~~;-
#2 575 47.9 1598 133.:2 11: 00 161 7.4% 18:00 214 9.8%
ICOMB. ------ ------ ------ ------ ----- ------ ------ ----- ------ ------
3831 159.6 7088 295.3 11:00 806 7.4% 14:00 812 7.4%
I
I
I
I 09/15/97
15:14:45
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 13
I *** Hourly Multi-Channel Horizontal ***
********************************************************************************
Site ID : RT.25 E/O C.R.48 GREEN PORT Date of Data: Aug 20, 1997 Wed
I Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
Lane Lane
Date Day Time #1 #2 Avg. Total
I~~i;~i;;-~~~-~~~~~-----~;-----:;-----;~-------~;-
01:00 33 2 17 35
I
I
I
I
I
I
I
24
I
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13: 00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
HOUR TOTAL
PERCENTS
5
10
13
64
252
454
434
570
575
605
642
561
588
605
625
543
535
345
359
228
170
98
8376
80%
11
37
66
109
109
129
145
141
155
180
179
134
163
182
90
113
44
44
17
2063
20%
1
3
6
7
37
144
260
271
339
352
375
391
358
384
392
379
353
358
217
236
136
107
57
6
13
15
75
289
520
543
679
704
750
783
716
768
784
759
706
717
435
472
272
214
115
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
It#~----;~;;---;~~~~---~;;;--~~~~~--~~~~~----~~~---;~;;-~;~~~----~~;---;~;;-
#2 621 51.8 1442 120.2 11:00 145 7.0% 18:00 182 8.8%
~OMB.--;~;~ -~~~~~ --~;~~ -;~~~~ ~~~~~ ---;~~ --;~;% ~~~~~ ---;~~ --;~~%
I
I
I
:3
;::
5219
10439
109/15/97
15:14:45
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 14
*** Hourly Multi-Channel Horizontal ***
1********************************************************************************
Site ID : RT.25 E/O C.R.48 GREEN PORT Date of Data: Aug 21, 1997 Thu
I Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
Lane Lane
Date Day Time #1 #2 Avg. Total
I;~i;~i~;-;~~-~~:~~-----~~-----j:-----~~-------~~-
02:00 14 2 8 16
03:00 11 1 6 12
04:00 15 3 9 18
05:00 45 13 29 58
06:00 212 26 119 238
07:00 363 48 205 411
08:00 411 23 217 434
09:00 571 40 305 611
10:00 512 13 262 525
I
I
I
11
I
HOUR TOTAL
PERCENTS
2219
93%
175
7%
1197
2394
AM AM PM PM Peak Peak Peak Peak Peak Peak
~~~:_-~~=~=---~~~~--~~=~=---~~~~----~---~~=~=-~:=~:~=--~~---~~=~=-~:=~:~=
#1 2219 201.7 09:00 571 25.7%
#2 175 15.9 07:00 48 27.4%
IbOMB.--;;~~ -~;~~~ ------ ------ ;~~;; ---~~~ -;~~~% ----- ------ ------
I
I
I
I
I
I
I
109/15/97
15:14:45
I
DUNN ENGINEERING ASSOCIATES
66 MAIN STREET
WESTHAMPTON,BEACH NY
(516) 288-2480
Page: 15
1================================================================================
GRAND TOTALS FOR HOURLY MULTI-CHANNEL HORIZONTAL
================================================================================
1********************************************************************************
Site ID : RT.25 E/O C.R.48 GREEN PORT Start Time : 13:30
Info 1 EB Start Date : Aug 8, 1997 Fri
I Info 2 : WB End Time : 11:00
Factor : 1.000% End Date : Aug 21, 1997 Thu
********************************************************************************
I
Date
Day
Time
Lane
#1
Lane
#2
Avg.
Total
------------------------------------------------
108/08/97 Fri 00:00 549 303 426 852
01:00 304 149 226 453
02:00 167 77 122 244
I 03:00 120 54 87 174
04:00 126 6"' 94 189
-'
05:00 390 182 286 572
I 06:00 1667 458 1062 2125
07:00 2909 1 Ole: 1963 3927
08:00 3053 1614 2333 4667
09:00 3968 2148 3058 6116
I 10:00 4179 2614 3396 6793
11:00 4143 2843 3493 6986
12:00 4833 3186 4009 8019
I 13:00 4389 3250 3819 7639
14:00 4846 3785 4315 8631
15:00 4442 3537 3989 7979
I 16:00 4625 3799 4212 8424
17:00 4759 3591 4175 8350
18:00 4413 3809 4111 8222
19:00 3227 3082 3154 6309
I 20:00 3099 2820 2959 5919
21:00 2053 1892 1972 3945
22:00 1592 1233 1412 2825
(8/21/97 Thu 23:00 985 725 855 1710
----- ----- ----- -------
06 HOUR TOTAL 64838 46232 55535 111070
PERCENTS 58% 42%
I AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent ADT
It-------------------------------------------------------------------------------
#1 21575 139.2 43263 286.5 10:00 4179 6.4% 14:00 4846 7.5% 5085
#2 11523 74.3 34709 229.9 11:00 2843 6.1% 18:00 3809 8.2% 3626
------ ------ ------ ------ ----- ------ ------ ----- ------ ------ ------
tOMB. 33098 106.8 77972 258.2 11:00 6986 6.3% 14: 00 8631 7.8% 8711
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
West of Ferry Entrance
Orient
Friday, August 1, 1997
to
Thursday, August 14, 1997
Disk #3HO, Cross Sound Ferry
File: Dividers
1 08/22/97
10:43:21
1
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 1
... Hourly Multi-Channel Horizontal...
1***.****************************************************************************
Site ID 25 W/O FERRY Start Time 12:45
1 Info 1 : EB Start Date Aug 1, 1997 Fri
Info 2 : WB End Time 10: 15
Factor : 1.000% End Date Aug 14, 1997 Thu
1********************************************************************************
Lane #1 Info : EB Sensor Used : Axle
Lane Mode : Subtraction Divide By 2 : Yes
********************************************************************************
ILane #2 Info : WB Sensor Used : Axle
Lane Mode : Subtraction Divide By 2 : Yes
********************************************************************************
1
1
I
I
11
I
Lane Lane
Date Day Time #1 #2 Avg. Total
I~~i~~i;;-;;i-~;~~~----~;~----;~----~~~------;~~-
14:00 189 191 190 380
15:00 112 120 116 232
16:00 153 161 157 314
17:00 140 179 159 319
18:00 128 179 153 307
19:00 134 182 158 316
20:00 83 128 105 211
21:00 51 139 95 190
22:00 13 150 81 163
23:00 5 22 13 27
HOUR TOTAL
PERCENTS
1129
42%
1541
58%
1335
2670
AM AM PM PM Peak Peak Peak Peak Peak Peak
It:~~--~~::=._--~~~~--~~::=---~~~~----~---~~::=-~~==~~:--~~---~~::=-~~==~~:
#1 1129 102.6 14:00 189 16.7%
#2 1541 140.1 14:00 191 12.4%
IbOMB.------ ------ --;~;~ -~;~~~ ----- ------ ------ ~~~~~ ---;~~ -~~~;~
1
I
1
I.
1
108/22/97
10:43:21
I
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 2
I *** Hourly Multi-Channel Horizontal ***
********************************************************************************
Site ID : 25 w/o FERRY Date of Data: Aug 2, 1997 Sat
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
******************************i'*************************************************
I
Lane Lane
Date Da'y Time #1 #2 Avg. Total
1~;7~;7;;-;;~-~~:~~------i-----i------;--------;-
01:00 1 2 1 3
02:00 1 0 0 1
I 03:00 0 0 0 0
04:00 1 0 0 1
05:00 18 12 15 30
I 06:00 139 14 76 153
07:00 162 56 109 218
08:00 156 104 130 260
I 09:00 192 103 147 295
10:00 165 152 158 317
11:00 178 134 156 312
12:00 186 226 206 412
1 13: 00 163 127 145 290
14:00 186 210 198 396
15:00 160 162 161 322
I 16:00 150 187 168 337
17:00 123 210 166 333
18:00 94 161 127 255
19:00 100 207 153 307
1 20:00 68 113 90 181
21:00 57 107 82 164
22:00 21 90 55 111
124 23:00 4 13 8 17
----- ----- ----- -------
HOUR TOTAL 2328 2391 2359 4719
1 PERCENTS 49% 51%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
1-----------.---------------------------------------------------------------
#1 1016 84.7 1312 109.3 09:00 192 8.2% 12:00 186 8.0%
#2 578 48.2 1813 151.1 10:00 152 6.4% 12:00 226 9.5%
JaMB. ------ ------ ------ ------ ----- ------ ------ ----- ------ ------
1594 66.4 3125 130.2 10:00 317 6.7% 12:00 412 8.7%
I
I
I
108/22/97
10:43:21
I
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 3
I *** Hourly Multi-Channel Horizontal ***
********************************************************************************
'Site ID : 25 w/o FERRY Date of Data : Aug 3, 1997 Sun
Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
******************************~.*************************************************
I
Lane Lane
Date Da'y Time #1 #2 Avg. Total
I~;~~;~;;-~~~-~~:~~------~-----;------;--------;-
01:00 11 2 6 13
I
I
I
I
I
I
I
24
I
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
HOUR TOTAL
PERCENTS
3
o
2
18
112
166
153
203
166
258
211
178
230
235
231
161
235
128
102
39
5
7
2859
51%
1
o
2
2
12
56
53
80
177
170
237
189
230
210
284
239
127
223
128
140
153
7
2724
49%
2
o
2
10
62
111
103
141
171
214
224
183
230
222
257
200
181
175
115
89
79
7
4
o
4
20
124
222
206
283
343
428
448
367
460
445
515
400
362
351
230
179
158
14
2791
5583
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~----~~;;'---;~~~---~;~;--~~~~;--~~:~~----;~;---;~~~-~~:~~----;;~---;~;~-
#2 557 46.4 2167 180.6 10:00 177 6.5% 16:00 284 10.4%
~OMB.--~~~~ --~;~; --;;;; -~~;~; ~~:~~ ---~;; --;~;~ ~~:~~ ---~~~ --;~;~
I
I
I
108/22/97
10:43:21
I
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 4
1 *** Hourly Multi-Channel Horizontal ***
********************************************************************************
ISite ID : 25 wlo FERRY Date of Data: Aug 4, 1997 Mon
Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
******************************~.*************************************************
1
Lane Lane
Date Day Time #1 #2 Avg. Total
I~~i~~i~;-~~~-~~~~~------~-----;,------~--------;-
01:00 0 0 0 0
1
1
I
I
1
I
1
24
1
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12: 00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
HOUR TOTAL
PERCENTS
1
o
2
21
136
159
143
190
138
145
166
112
152
93
131
92
89
62
37
31
7
1
1909
50%
1
o
o
2
10
39
65
84
136
127
163
95
181
102
154
189
147
149
116
96
45
5
1908
50%
1
o
1
11
73
99
104
137
137
136
164
103
166
97
142
140
118
105
76
63
26
3
2
o
2
23
146
198
208
274
274
272
329
207
333
195
285
281
236
211
153
127
52
6
1908
3817
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~-----~;~.._-;~~;----~;;---~~~~--~~~~~----~~~--~~~~%-~;~;~----~~~---~~;%-
#2 466 38.8 1442 120.2 10:00 136 7.1% 17:00 189 9.9%
~OMB.--~~;; --~~~~ --;~~~ -~;;~~ ;~~;; ---;;~ --;~;% ~~~;; ---;;; --~~;%
I
I
I
1 08/22/97
10:43:21
1
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 5
*** Hourly Multi-Channel Horizontal ***
1********************************************************************************
Site ID : 25 W/O FERRY Date of Data : Aug 5, 1997 Tue
I Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
II
Date
Day Time
Lane
#1
Lane
#2
Avg.
Total
1~~i~~i~;-;~~-~~~~~------21------00-------0~--------21--
01:00
02:00 1 5 3 6
03:00 3 1 2 4
04:00 1 0 0 1
05:00 17 4 10 21
06:00 95 14 54 109
07:00 152 22 87 174
08:00 112 47 79 159
09:00 165 32 98 197
10:00 128 107 117 235
11:00 130 90 110 220
12:00 100 130 115 230
13:00 95 91 93 186
14:00 103 147 125 250
15:00 82 101 91 183
16:00 92 117 104 209
17:00 68 158 113 226
18:00 56 140 98 196
19:00 48 172 110 220
20:00 41 63 52 104
21:00 17 84 50 101
22:00 5 61 33 66
23:00 2 5 3 7
II
II
1
II
II
1
124
II
HOUR TOTAL
PERCENTS
1516
49%
1591
51%
1553
3107
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~-----~~;---~;~;----;~;---~;~~--~~~~~----~~~--~~~~;-~~~~~----~~;---~~~;-
#2 322 26.8 1269 105.8 10:00 107 6.7% 19:00 172 10.8%
ICOMB.--~~;~ --~;~~ --~~;~ --~;~~ ~~~~~ ---;;~ --;~~; ~~~~~ ---;~~ --~~~;
II
II
1
108/22/97
10:43:21
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 6
I
*** Hourly Multi-Channel Horizontal ***
1********************************************************************************
Site ID : 25 W/O FERRY Date of Data Aug 6, 1997 Wed
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
1
Date
Day
Time
Lane
#1
Lane
#2
Avg.
Total
------------------------------------------------
108/06/97 Wed 00:00 3 1 2 4
01:00 1 2: 1 3
02:00 0 0 0 0
1 03:00 1 1 1 2
04:00 2 0 1 2
05:00 13 4 8 17
1 06:00 71 7 39 78
07:00 162 22 92 184
08:00 130 64 97 194
09:00 203 74 138 277
I 10:00 139 88 113 227
11:00 134 102 118 236
12:00 118 105 111 223
I 13: 00 99 73 86 172
14:00 98 159 128 257
15:00 77 77 77 154
I 16:00 93 125 109 218
17:00 69 155 112 224
18:00 60 145 102 205
19:00 46 174 110 220
1 20:00 25 104 64 129
21:00 23 88 55 111
22:00 9 50 29 59
_4 23:00 4 9 6 13
----- ----- ----- -------
HOUR TOTAL 1580 1629 1604 3209
PERCENTS 49% 51%
I AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
It--------------------------------------------------------------------------
#1 859 71.6 721 60.1 09:00 203 12.8% 12:00 118 7.5%
#2 365 30.4 1264 105.3 11:00 102 6.3% 19:00 174 10.7%
tOMB. ------ ------ ------ ------ ----- ------ ------ ----- ------ ------
1224 51.0 1985 82.7 09:00 277 8.6% 14:00 257 8.0%
I
1
I
I 08/22/97
10:43:21
I
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 7
1 *** Hourly Multi-Channel Horizontal ***
******************************'t*************************************************
Site ID : 25 w/o FERRY Date of Data: Aug 7, 1997 Thu
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
1
Lane Lane
Date Day Time #1 #2 Avg. Total
1~;7~;7;;-i~~-~~:~~------~-----~------~--------~-
01:00 0 0 0 0
1
1
I
I
I
1
02:00 0 0 0 0
03:00 2 1 1 3
04:00 3 1 2 4
05:00 12 ') 7 14
..
06:00 115 8 61 123
07:00 181 19 100 200
08:00 120 54 87 174
09:00 190 46 118 236
10:00 148 105 126 253
11:00 151 101 126 252
12:00 153 141 147 294
13: 00 101 7-' 86 173
",
14:00 144 188 166 332
15:00 106 102 104 208
16:00 123 146 134 269
17:00 97 67 82 164
18:00 85 274 179 359
19:00 77 78 77 155
20:00 38 234 136 272
21:00 27 47 37 74
22:00 16 185 100 201
23:00 2 8 5 10
----- ----- ----- -------
HOUR TOTAL 1891 1879 1885 3770
PERCENTS 50% 50%
124
1
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~-----;;;---;~~;----;~;---~~~;--~;:~~----~;~--~~~~%-~;:~~----~~;---;~~%-
#2 337 28.1 1542 128.5 10:00 105 5.6% 18:00 274 14.6%
ICOMB.--~;~; --~;~~ --;~~~ -~~~~~ ~~:~~ ---;~; --~~;% ~;:~~ ---;~; --;~~%
1
1
1
108/22/97
10:43:21
I
I
********************************************************************************
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 8
***
Hourly Multi-Channel Horizontal
***
rite ID : 2.5 w/o FERRY Date of Data : Aug 8, 1997 Fri
Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
I
I
I
I
I
I
I
I
24
I
Lane Lane
Date Day Time #1 #2 Avg. Total
1;;7;;7;;-;;~-;;;;;------;-----~------i--------;-
01:00 1 1 1 2
02:00 1 1 1 2
03:00 1 1 1 2
04:00 3 1 2 4
05:00 19 3 11 22
06:00 115 13 64 128
07:00 155 23 89 178
08:00 133 99 116 232
09:00 161 55 108 216
10:00 148 159 153 307
11:00 182 11~; 148 297
12:00 143 152 147 295
13:00 117 136 126 253
14:00 153 175 164 328
15:00 122 138 130 260
16:00 130 164 147 294
17:00 168 138 153 306
18:00 128 173 150 301
19:00 111 197 154 308
20:00 105 206 155 311
21:00 57 138 97 195
22:00 13 131 72 144
23:00 7 54 30 61
HOUR TOTAL
PERCENTS
2176
49%
2273
51%
2224
4449
AM AM PM PM Peak Peak Peak Peak Peak Peak
I~;~:_-=~;;~---~~~~--=~;~~--i~~~~--ii~;--=~~~~-~:~~~;=i;~~;--=~~~~-~:;~;;=
#2 471 39.3 1802 150.2 10:00 159 7.0% 20:00 206 9.1%
ICOMB.--i;;; --~~~; --;;~~ -i;;~; i;;;; ---;;; --~~;% i~;;; ---;;~ --;~~%
I
I
I
1 08/22/97
10:43:21
1
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 9
1 *** Hourly Multi-Channel Horizontal ***
********************************************************************************
Site ID : 25 W/O FERRY Date of Data : Aug 9, 1997 Sat
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
1
Lane Lane
Date Day Time #1 #2 Avg. Total
I;~i;~i~;-~~~-;;~;;------~-----~------;--------~-
01:00 1 1. 1 2
1
1
1
1
1
1
02:00 4 4 4 8
03:00 1 0 0 1
04:00 2 3 2 5
05:00 24 ,. 14 29
.,
06:00 139 1-' 75 151
..
07:00 174 48 111 222
08:00 152 110 131 262
09:00 176 10.2 139 278
10:00 165 160 162 325
11:00 189 181 185 370
12:00 158 154 156 312
13: 00 142 126 134 268
14:00 183 209 196 392
15:00 166 117 141 283
16:00 133 172 152 305
17:00 135 180 157 315
18:00 114 146 130 260
19:00 116 156 136 272
20:00 87 81 84 168
21:00 71 95 83 166
22:00 15 99 57 114
23:00 10 14 12 24
----- ----- ----- -------
HOUR TOTAL 2358 2179 2268 4537
PERCENTS 52% 48%
124
1
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
It#~----~;;~---~~~;---~;;;--~~;~~--~~~;;----~~~---~~;%-~~~;;----~~;---;~~%-
#2 630 52.5 1549 129.1 11:00 181 8.3% 14:00 209 9.6%
~OMB.--~~~~ --~~~~ --;~;~ -~;;~; ~~~;; ---;;; --~~;% ~~~;; ---;~; --~~~%
1
I
1
1 08/22/97
10:43:21
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 10
1
*** Hourly Multi-Channel Horizontal ***
1 ********************************************************************************
Site ID : 25 w/o FERRY Date of Data : Aug 10, 1997 Sun
I Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
1
Date
Day Time
Lane
#1
Lane
#2
Avg.
Total
1~~i~~i~;-~~~-~~~~~------~-----~------3;-------~46--
01:00 5 1
02:00 2 5 3 7
03:00 2 3 2 5
04:00 2 1 1 3
05:00 17 5 11 22
06:00 120 11 65 131
07:00 149 50 99 199
08:00 162 50 106 212
09:00 173 75 124 248
10:00 176 157 166 333
11:00 316 125 220 441
12:00 297 142 219 439
13:00 268 118 193 386
14:00 258 194 226 452
15:00 233 153 193 386
16:00 294 202 248 496
17:00 255 236 245 491
18:00 239 102 170 341
19:00 212 97 154 309
20:00 176 81 128 257
21:00 120 41 80 161
22:00 110 56 83 166
23:00 14 2 8 16
1
1
1
I
1
1
124
HOUR TOTAL
PERCENTS
3609
65%
1912
35%
2760
5521
1
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~----~~;;---~~~~---;~;~--;~~~;--~~~~~----;~~---~~~%-~;~~~----;~;---~~;%-
#2 488 40.7 1424 118.7 10:00 157 8.2% 17:00 236 12.3%
------ ------ ------ ------ ----- ------ ------ ----- ------ ------
ICOMB. 1621 67.5 3900 162.5 11:00 441 8.0% 16:00 496 9.0%
I
I
I
1 08/22/97
10:43:21
1
1
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 11
***
Hourly Multi-Channel Horizontal
***
********************************************************************************
Site ID : 25 W/O FERRY Date of Data : Aug 11, 1997 Mon
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
1
Lane Lane
Date Day Time #1 #2 Avg. Total
I~~i~~i~;-~~~-~~~~~------~-----i~------~--------~-
02:00 1 lL 1 2
1 03:00 1 () 0 1
04:00 1 () 0 1
05:00 19 1 10 20
1 06:00 132 6 69 138
07:00 206 2-' 114 228
...
08:00 148 60 104 208
1 09:00 198 48 123 246
10:00 154 109 131 263
11:00 159 81 120 240
12:00 178 89 133 267
1 13: 00 159 60 109 219
14: 00 109 137 123 246
15:00 141 86 113 227
I 16:00 180 86 133 266
17:00 171 146 158 317
18:00 128 118 123 246
19:00 120 118 119 238
1 20:00 86 61 73 147
21:00 47 62 54 109
22:00 45 67 56 112
124 23:00 4 0 2 4
----- ----- ----- -------
HOUR TOTAL 2396 1358 1877 3754
1 PERCENTS 64% 36%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
1--------------------------------------------------------------------------
#1 1028 85.7 1368 114.0 07:00 206 8.6% 16:00 180 7.5%
#2 328 27.3 1030 85.8 10:00 109 8.0% 17:00 146 10.8%
ICOMB. ------ ------ ------ ------ ----- ------ ------ ----- ------ ------
1356 56.5 2398 99.9 10:00 263 7.0% 17:00 317 8.4%
1
I
I
1 08/22/97
10:43:21
1
I
I
1
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 12
***
Hourly Multi-Channel Horizontal
***
**********~~*********************************************************************
Site ID 25 w/a FERRY Date of Data: Aug 12, 1997 Tue
Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
********************************************************************************
Date
Day
Time
Lane
#1
Lane
#2
Avg.
Total
I ~~i~;i~;-~~~-~~~~~------2 2------11;)------11---------;-
01:00 2
02:00 0 0 0 0
03:00 0 0 0 0
04:00 3 0 1 3
05:00 16 0 8 16
06:00 104 6 55 110
07:00 187 22 104 209
08:00 147 47 97 194
09:00 178 41 109 219
10:00 161 75 118 236
11:00 155 68 111 223
12:00 194 61 127 255
13:00 131 59 95 190
14:00 176 91 133 267
15:00 154 47 100 201
16:00 180 53 116 233
17:00 169 66 117 235
18:00 160 54 107 214
19:00 162 79 120 241
20:00 114 33 73 147
21:00 73 36 54 109
22:00 49 23 36 72
23:00 3 3 3 6
I
I
1
I
I
I
124
I
HOUR TOTAL
PERCENTS
2520
74%
864
26%
1692
3384
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~-----~~~---;~~~---~~~~--~;~~~--~;~~~----~~;---;~~;-~;~~~----~~~---;~;%-
#2 259 21.6 605 50.4 10:00 75 8.7% 14:00 91 10.5%
ICOMB.--~;~~ --~~~~ --;~;~ --~~~~ ~~~~~ ---;;~ --;~~% ~~~~~ ---;~; --;~;;
I
I
I
108/22/97
10:43:21
1
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 13
*** Hourly Multi-Channel Horizontal ***
1***********,,********************************************************************
Site ID : 2~, W/O FERRY Date of Data : Aug 13, 1997 Wed
1 Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
***********,~********************************************************************
1
Lane Lane
Date Day Time #1 #2 Avg. Total
t~i~; i~; - ;~;i - ~~ ~ ~~ - - - - - - ~ - - - - - ~ - - - - - - ~ - - - - - - - - ~-
02:00 0 0 0 0
1 03:00 1 0 0 1
04:00 1 0 0 1
05:00 10 0 5 10
1 06:00 82 9 45 91
07:00 194 15 104 209
08:00 131 45 88 176
1 09:00 215 43 129 258
10:00 174 67 120 241
11:00 163 58 110 221
12:00 159 93 126 252
1 13:00 116 37 76 153
14:00 203 79 141 282
15:00 118 49 83 167
1 16:00 144 93 118 237
17:00 191 56 123 247
18:00 157 48 102 205
19:00 195 38 116 233
1 20:00 106 26 66 132
21:00 75 33 54 108
22:00 24 38 31 62
124 23:00 6 0 3 6
----- ----- ----- -------
HOUR TOTAL 2474 828 1651 3302
I PERCENTS 75% 25%
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
It-------------------------------------------------------------------------
#1 980 81.7 1494 124.5 09:00 215 8.7% 14:00 203 8.2%
#2 238 19.8 590 49.2 10:00 67 8.1% 12:00 93 11.2%
JaMB. ------ ------ ------ ------ ----- ------ ------ ----- ------ ------
1218 50.8 2084 86.8 09:00 258 7.8% 14:00 282 8.5%
1
I
1
108/22/97
10:43:21
I
""Your Name>>
""Your Address Line 1>>
""Your Address Line 2>>
""Your Phone Number>>
Page: 14
I *** Hourly Multi-Channel Horizontal ***
***********,~********************************************************************
Site ID : 2!; W/O FERRY Date of Data Aug 14. 1997 Thu
I Info 1 : EB Adj. Factor : 1.00
Info 2 : WB # Of Lanes : 2
***********,~********************************************************************
I
Lane Lane
Date Day Time #1 #2 Avg. Total
I ~ ~ i ~ ~ i ~; - ~h;~ - ~ ~ ~ ~ ~ - - - - - - ; - - - - - ~ - - - - - - ~ - - - - - - - - ; -
01:00 1 0 0 1
02:00 1 1 1 2
03:00 1 1 1 2
04:00 1 0 0 1
05:00 15 2 8 17
06:00 88 9 48 97
07:00 111 45 78 156
08:00 107 76 91 183
09:00 106 102 104 208
I
I
110
HOUR TOTAL
PERCENTS
433
65%
236
35%
334
669
I
AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent
I-#~-----~;;._--~;~;----------------~;~~~----~~~--;~~~%---------------------
#2 236 23.6 09:00 102 43.2%
tOMB.
------ ------ ------ ------ ----- ------ ------ ----- ------ ------
669
33.5
09:00
208 31.1%
I
I
I
I
I
I
I
108/22/97
10:43:21
<<Your Name>>
<<Your Address Line 1>>
<<Your Address Line 2>>
<<Your Phone Number>>
Page: 15
1
--=-----==_._-=...---=....--===----------=....-==.....---....---=....=--==..----=-----=----=
1 ~~_~~~~~__~::~___ ~~~~~~:~~~~~~~~~~~Y..~~:I==~~~~~~:~O..- ~~~~~_~~~~~_~~~~_
-----------.---------------------------- ----- -------------- -------------------
I***********,r********************************************************************
Site ID : 25 W/O FERRY Start Time : 12:45
Info 1 EB Start Date : Aug I, 1997 Fri
1 Info 2 : WB End Time : 10: 15
Factor : 1..000% End Date : Aug 14, 1997 Thu
***********,r********************************************************************
1
Date
Da~r
Time
Lane
#1
Lane
#2
Avg.
Total
------------------------------------------------
108/01/97 Fri. 00:00 42 16 29 58
01:00 31 9 20 40
02:00 15 19 17 34
1 03:00 13 8 10 21
04:00 24 8 16 32
05:00 219 42 130 261
06:00 1448 131 789 1579
1 07:00 2158 439 1298 2597
08:00 1794 874 1334 2668
09:00 2350 885 1617 3235
1 10:00 1862 1492 1677 3354
11:00 2160 1352 1756 3512
12:00 2063 1693 1878 3756
1 13:00 1802 1273 1537 3075
14:00 2184 2191 2187 4375
15:00 1799 1464 1631 3263
16:00 2034 1944 1989 3978
I 17:00 1839 2019 1929 3858
18:00 1673 1814 1743 3487
19:00 1511 1870 1690 3381
1 20:00 1068 1374 1221 2442
21:00 688 1106 897 1794
22:00 332 1148 740 1480
_8/14/97 Thu 23:00 69 142 105 211
----- ----- ----- -------
09 HOUR TOTAL 29178 23313 26245 52491
PERCEN'l'S 56% 44%
1 AM AM PM PM Peak Peak Peak Peak Peak Peak
Lane Total Avg. Total Avg. AM Total Percent PM Total Percent ADT
11-------------------------------------------------------------------------------
#1 12116 78.7 17062 110.1 09:00 2350 8.1% 14:00 2184 7.5% 2266
#2 5275 34.3 18038 116.4 10:00 1492 6.4% 14:00 2191 9.4% 1811
10MB. 17391
------ ------ ------ ------ ----- ------ ------ ----- ------ ------ ------
56.5 35100 113.2 11:00
3512
6.7% 14:00
4375
8.3%
4077
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Accident Data
Disk #:390. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1991 to June 1995
State Accident Surveillance System
Accident Summaries
Disk #3HO, Cross Sound Ferry
File: Dividers
- - - - .. - - - - - - - - ,- -
- - - -
NY$ DEPARTMENT OF TRANSPORTATION USER, TRAFFIC & SAFETY
SlATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 8/11/92
INTERIM ACC !DENT SUMMARY REGION-COUNTY 07 FOR 1/01/91 THRU 12/31/91
N U M B E R o F A C C I 0 E N T 5 -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL IN.) POO N/R S!DE WET FIXED PEO & TRUCK lIGHT CONDITION
NO, . ROAD ROAD OB,", BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041626 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041629 I 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041634 I 0 I 0 0 0 0 0 0 0 I 0 0
25 25 07041636 2 1 I 0 0 0 0 2 0 0 1 I 0
25 25 07041638 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041641 49 KERWIN BLVO 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041643 95 CHAPEL LANE 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041645 2 0 2 0 0 0 1 0 0 0 1 1 0
25 25 07041647 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041650 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041652 I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041654 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041655 2 0 0 1 1 0 0 0 0 0 0 1 0
25 25 07041656 I 0 I 0 0 0 0 0 0 0 0 0 0
25 25 07041656 75 MOORES LANE 5 0 4 0 1 0 2 0 0 0 2 0 1
25 25 07041657 OB EIGHTH ST 1 0 1 0 0 0 0 1 0 0 0 1 0
25 25 07041658 09 SEVENTH ST 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041658 10 SIXTH ST 2 0 1 0 1 0 1 0 0 0 1 0 0
25 25 07041658 39 FIFTH AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041659 12 F lFTH Sf 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041660 I 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041661 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041661 16 THIRD ST 7 0 3 0 4 0 2 0 0 0 3 0 0
25 25 07041662 2 0 2 0 0 0 0 0 0 0 2 0 0
25 25 07041662 18 FIRST ST 6 0 1 0 5 0 0 0 0 0 1 0 0
25 25 07041663 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041663 19 MAIN ST. 3 0 1 0 2 0 0 0 0 0 I 0 0
25 25 07041665 24 CENTRAL AVE 1 0 0 1 0 0 1 0 0 0 1 0 0
25 25 07041665 25 CENTER ST -PARK ST 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041668 30 FIRST ANO WEBB STS 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041668 31 MANOR Pl 3 0 2 0 1 0 2 0 0 0 2 0 0
25 25 07041672 38 NORTH RD-CO RO 27 3 0 3 0 0 0 1 0 0 0 1 1 1
25 25 07041672 39 SOUNO RO 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041673 40 BAILEY AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041674 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041676 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041678 1 0 1 0 0 0 0 0 0 0 0 0 0
25 25 07041681 I 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041683 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041685 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041685 48 ROCK PT RO 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041688 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041689 1 0 0 0 t 0 0 0 0 0 0 0 0
25 25 07041689 54 OLD ORCHARD LANE I 0 0 I 0 0 0 0 0 0 1 0 0
25 25 07041692 00 UNKOWN INTERSECTION 1 0 0 1 0 0 0 0 0 1 I 0 0
25 25 07041694 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041700 t 0 0 1 0 0 0 0 0 0 0 1 0
25 25 07041705 I 0 I 0 0 0 0 0 0 0 1 0 0
25 25 07041709 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704 n 13 I 0 0 0 1 0 0 0 0 0 0 0 0
SIDE-ROAD & NON-REPORTABLES I NCLUDEO .. EXCLUDES NON-REPORTABLES ...* EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 16
76
- - - - - - - - - - - - - - - ~ - - -
NYS DEPARTMENT Of TRANSPORTATION USER: TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 8/11/92
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 fOR 1/01/91 THRU 12/31/91
N U M 8 E R o f A C C I 0 E N T S -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ POD N/R SIDE WET FIXED PEO & TRUCK LIGHT CONDITION
NO. ROAD ROAD OBJ 81KE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041718 3 0 1 0 2 0 I 0 0 0 0 1 0
25 25 07041728 t 1 0 0 I 0 0 0 0 0 0 0 1 0
25 25 07041744 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041771 1 0 0 1 0 0 0 0 0 0 0 1 0
25 25 07041992 I 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041999 118 0 18 34 66 0 10 10 0 2 4 2 1
25 25 07041999 00 UNKOWN INTERSECTION 13 0 3 4 6 0 3 0 0 0 2 1 0
25 ..... ROUTE TOTAL W/999 RM'S.. 3519 15 1296 693 1515 1 541 107 77 57 1078 449 66
25. 25A07031185 39 UNKOWN INTERSECTION 1 0 1 0 0 0 0 0 0 0 1 0 0
25. ..to.. ROUTE TOTAL W/999 RM'S.. 1 0 1 0 0 0 0 0 0 0 1 0 0
25A 25A07031ooo 2 0 0 1 I 0 0 0 0 0 0 1 0
25A 25A07031001 2 0 0 1 1 0 0 0 0 0 0 0 0
25A 25A0703100 i 31 JeT NY 108 7 0 ^ 6 0 0 0 0 0 0 0 0
v
25A 25A07031006 2 0 0 0 2 0 0 0 0 0 0 0 0
25A 25A07031006 32 TERRACE PLACE 1 0 1 0 0 0 1 0 0 0 1 0 O.
25A 25407031008 2 0 0 1 1 0 0 0 0 0 0 0 0
25A 25A07031008 33 FLORA Sf 1 0 1 0 0 0 0 1 0 0 0 I 0
25A 25A07031008 34 PORTLAND ST 2 0 0 0 2 0 0 0 0 0 0 0 0
25A 25A07031009 6 0 2 0 4 0 0 0 0 0 1 0 0
25A 25A07031009 35 ELM PL 2 0 0 1 I 0 0 0 0 0 0 0 0
25A 25A07031009 85 SHORE RD-SNAKE HILL 3 0 0 1 2 0 0 0 0 0 0 0 0
25A 25A07031010 1 0 1 0 0 0 1 0 0 0 1 0 0
25A 25A07031012 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031O 12 36 POPLAR PL 2 0 1 1 0 0 0 0 0 0 1 1 0
25A 25A07031013 1 0 0 1 0 0 I I 0 0 0 0 0
25A 25A07031O I 3 06 UNKOWN INTERSECTION 1 0 0 1 0 0 0 0 0 0 1 0 0
25A 25A07031015 2 0 0 0 2 0 0 0 0 0 0 0 0
25A 25A07031015 39 GOOSE HILL RD 5 0 0 2 3 0 I 0 0 0 2 0 0
25A 25A07031016 2 0 2 0 0 0 1 2 0 0 2 0 0
25A 25A070310 17 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031017 40 GLEN WAY 1 0 1 0 0 0 0 I 0 0 1 0 0
25A 25A07D31018 1 0 1 0 0 0 0 1 0 0 1 0 0
25A 25A07031020 I 0 1 0 0 0 1 0 0 0 1 0 0
25A 25A07031020 42 MIDLAND S1 2 0 1 0 1 0 0 0 0 0 0 1 0
25A 25A07031021 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031021 45 CROSSMAN P 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031022 2 0 0 1 1 0 0 0 0 0 0 0 0
25A 25A01031022 46 WOOLSEY 51 CARLEY 1 0 1 0 0 0 0 0 1 0 1 0 0
25A 25A07031023 48 NATHAN HALE DR 1 0 1 0 0 0 1 0 0 0 0 1 0
25A 25A07031025 1 0 0 1 0 0 0 0 0 0 0 0 0
25A 25A07031025 89 SCUDDER PLACE 7 0 4 2 1 0 3 1 0 1 3 2 0
25A 25A07031026 5 0 1 2 2 0 I I 0 0 0 0 0
25A 25A07031026 52 ANDERSON PL 2 0 I 0 1 0 0 0 0 0 1 0 0
25A 25A07031026 54 WOOOBURY-WESTNECK 16 0 3 3 10 0 1 0 0 1 2 1 0
25A 25407031027 3 0 0 0 3 0 0 0 0 0 0 0 0
25A 25A07031027 55 PROSPECT ST I 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031028 5 0 0 2 3 0 I 0 0 0 2 0 0
25A 25A07031028 40 UNKOWN INTERSECTION 1 0 1 0 0 0 0 0 0 0 0 0 0
25A 25AD7031028 56 GREEN ST/CLINTON ST 6 0 1 0 5 0 1 0 0 0 I 0 0
25A 25A07031028 90 WALL ST/NEW ST 17 0 3 3 11 0 1 0 3 0 3 2 0
... SIDE-ROAD & NON-REPORT ABLES INCLUOED .. EXCLUDES NON-REPORTA8LES .~. EXCLUDES PICKUP & VANS REGION-COUNTV 07 PAGE 17
- - - - - - - - - - - - - - - - - - -
NYS DEPARTMENT OF TRANSPORTATION USER: TRAFFIC & SAFETY
ST A TE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 7/27/93
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/92 THRU 12/31/92
N 'U 'I B E R o F A C C I D E N T S -
ROUTE REF. MARKER INTERSEC OESCRIPTION TOTAL FATAL INJ POO N/R SIDE WET FIXED PED & TRUCK LIGHT CONOITION
NO. . ROAO ROAO OBJ BIKE ... OAY NIGHT OAWN/OUSK
.. .. .. .. ..
25 25 0704165B 39 FIFTH AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041659 12 FIFTH ST 2 0 2 0 0 0 2 0 0 0 1 1 0
25 25 07041660 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041660 13 FOURTH AVE 2 0 2 0 0 0 0 0 0 0 0 0 0
25 25 07041660 14 FOURTH ST 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041661 4 0 1 1 2 0 1 0 0 0 2 0 0
25 25 07041661 16 THIRD ST 4 0 1 0 3 0 0 0 0 0 0 1 0
25 25 07041662 4 0 1 0 3 0 0 0 1 0 1 0 0
25 25 07041662 1B FIRST ST 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041663 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041663 19 MAIN ST. 6 0 2 0 4 0 0 0 0 0 2 0 0
25 25 07041663 21 ADAMS ST 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041664 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041665 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041665 24 CENTRAL AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041665 25 CENTER 5T-PARK 5T 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041667 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704166B 30 FIRST ANa WEBB STS 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041668 31 MANDR PL 2 0 2 0 0 0 2 0 1 0 0 2 0
25 25 07041670 36 CHAMPLIN-WILMARTH A 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041671 37 KNAPP PL 2 0 1 0 1 0 0 0 1 0 0 1 0
25 25 07041672 38 NDRTH RD-CO RO 27 J- 3 0 2 0 1 0 0 0 0 0 2 0 0
25 25 07041672 39 SaUNa RO 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041675 41 MANHASSET RO 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041681 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041684 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 070416B5 4B ROCK PT RO 1 0 0 0 1 O. 0 0 0 .0 0 0 0
25 25 07041688 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041690 B2 STARS RO 1 0 1 0 0 0 1 1 0 0 1 0 0
25 25 07041691 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041695 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041700 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 0704170B t 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041710 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041714 65 TABOR RO 1 0 0 1 0 0 1 0 0 0 1 0 0
25 25 07041717 66 PLATT RO 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041718 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704 1720 00 UNKQWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041732 t 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041743 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041905 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041999 153 0 31 34 88 0 17 2 0 2 3 0 0
25 25 07041999 00 UNKQWN INTERSECTION 21 0 B 1 12 0 1 0 1 0 2 0 0
25 ..... ROUTE TOTAL W/999 RM'S.. 2960 13 1280 565 1102 0 476 91 69 45 728 338 52
25A 25 07041135 40 UNKQWN INTERSECTION 3 0 2 0 1 0 0 0 0 0 1 0 0
25A 25 01041149 03 UNKQWN INTERSECTION 1 0 0 1 0 0 0 0 0 0 1 0 0
25A 25 07041368 35 UNKQWN INTERSECTION 1 0 0 0 1 0 Cl 0 0 0 0 0 0
25A 25A070310oo 1 0 1 0 0 0 0 1 0 0 0 1 0
25A 25A07031001 2 0 1 0 1 0 1 0 0 0 1 0 0
25A 25A07031001 31 JeT NY 108 8 0 4 3 1 0 5 0 0 0 0 2 0
. SIDE-ROAD & NQN-REPORTABLES INCLUDED .. EXCLUOES NON-REPORT ABLES ... EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 16
76
- - - - - - ,- - - - - - - - - - - - -
NYS DEPARTMENT OF TRANSPORT A T ION USER: TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 10/12/94
INTERIM ACCIDENT SUMMARY REGION-COUNTY 01 FOR '/01/93 THRU 12/31/93
N U ~ g " n n 0 A C C I 0 E !'oJ T S. -
. " u .
ROUTE REF. MARKER INTERSEC DESCR I PT ION TOTAL FATAL INJ POD N/R SIDE WET FIXED PED & TRUCK LIGHT CONDITION
NO. . ROAD ROAD OBJ BIKE ... DAY NIGHT DAWN/OUSK
.. .. .. .. .. .. ..
25 25 0704 17 20 , 0 0 0 , 0 0 0 0 0 0 0 0
25 25 07041724 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041727 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041736 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041738 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041739 1 0 0 0 , 0 0 0 0 0 0 0 0
25 25 07041744 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041745 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041747 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041747 09 PLUM ISLAND LA 1 0 0 0 1 0 0 0 0 0 0 0 0
0 41 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041971 1 0 0 1 0 0 1 0 0 0 0 1 0
25 25 07041979 1 0 0 1 0 0 1 0 0 0 0 0 0
25 25 07041999 "4 0 16 31 67 0 8 3 1 1 4 1 0
25 25 07041999 00 UNKOWN INTERSECTION 14 0 5 5 4 0 1 0 1 0 3 0 0
25 25 07041999 01 UNKDWN INTERSECTiON 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041999 58 UNKOWN INTERSECTION 1 0 1 0 0 0 0 0 0 0 0 0 1
25 25 07041999 99 UNKOWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25 ..... ROUTE TOTAL W/999 RM'S+4< 3331 8 1370 519 1434 2 403 102 83 65 1118 372 63
25A 25A07031oo1 5 0 1 1 3 0 2 1 0 0 1 0 0
25A 25A07031oo1 31 JCT NY 108 9 0 2 2 5 0 2 1 0 0 1 1 0
25A 25A07031002 1 0 0 1 0 0 0 0 0 0 1 0 0
25A 25A07031005 2 0 1 0 1 0 1 1 0 0 0 1 0
25A 25A07031oo6 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031oo8 1 0 0 1 0 0 0 1 0 0 0 0 0
25A 25A07031oo8 34 PORTLANO ST 2 0 1 0 1 0 0 1 0 0 0 1 0
25A 25A07031oo9 6 0 1 0 5 0 1 0 0 0 0 1 0
25A 25A07031oo9 35 ELM PL 2 0 1 0 1 0 0 0 0 0 1 0 0
25A 25A07031009 85 SHORE RD-SNAKE HILL 4 0 2 1 1 0 0 0 0 0 3 0 0
25A 25A07031oo9 88 UNKOWN INTERSECTION 1 0 1 0 0 0 0 0 1 0 1 0 0
25A 25A0103101O 2 0 t 0 1 0 0 0 0 0 1 0 0
25A 25A070310 11 1 0 1 0 0 0 0 0 0 0 0 1 0
25A 25A01031O 12 2 0 0 1 1 0 0 0 0 0 0 0 0
25A 25A07031012 36 POPLAR PL 2 0 2 0 0 0 0 1 0 0 0 2 0
25A 25A01031013 37 TURKEY RO 2 0 0 0 2 0 0 0 0 0 0 0 0
25A 25A0103'014 1 0 1 0 0 0 1 1 0 0 0 1 0
.' 25A 25A070310'5 2 0 0 0 2 0 0 0 0 0 0 0 0
25A 25A07031015 39 GOOSE HILL RO 3 0 0 1 2 0 0 0 0 0 0 t 0
25A 25A07031017 5 0 1 0 4 0 0 0 0 0 1 0 0
25A 25A07031018 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 2~A01031018 4 , CARNNEGE AVE 1 0 0 1 0 0 I 0 0 0 , 0 0
25A 2~A07031020 1 0 1 0 0 0 0 1 0 0 0 1 0
25A .25A07031020 42 MIOLANO ST 1 0 1 0 0 0 I 0 0 0 0 1 0
25A 25A07031021 2 0 1 0 1 0 0 0 1 0 0 0 1
25A 25AQ7031021 .. QUAKER PATH 3 0 1 1 1 0 2 0 0 0 2 0 0
25A 25A07Q31Q22 2 0 1 0 1 0 0 0 0 0 1 0 0
25A 25A01031022 46 WOOLSEY ST CARLEY 2 0 1 0 1 0 1 0 0 0 1 0 0
25A 25A07031023 48 NATHAN HALE OR 5 0 2 0 3 0 1 0 0 0 1 1 0
25A 25A0703'024 1 0 1 0 0 0 0 0 0 0 1 0 0
25A 25AQ7031Q24 03 UNKOWN INTERSECTION 1 0 0 1 0 0 0 0 0 0 0 0 0
. SIDE-ROAD & NON-REPORTABLES INCLUDED .. EXCLUOES NON-REPORIABLES ... EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 17
.~ - - - - - - - - - - - - - - - - - -
NYS DEPARTMENT OF TRANSPORTATION USER, TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 10/12/94
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/93 THRU 12/31/93
N U M B E R o F A C C I 0 E N T S -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ POO N/R SlOE WET FI XED PED & TRUCK LIGHT CONDITION
NO. . ROAD ROAD DB.... BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041634 2. 0 2 0 0 0 1 2 0 0 0 2 0
25 25 07041636 2 0 1 0 1 0 0 1 0 0 0 1 0
25 25 07041637 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041637 90 SAGE BLVD 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041640 1 0 0 1 0 0 0 0 0 0 1 0 0
25 25 07041640 94 PIPES NECK 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041641 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041643 95 CHAPEL LANE 1 0 1 0 0 0 1 0 0 0 1 0 0
25 25 07041644 1 0 1 0 0 0 1 1 0 0 1 0 0
25 25 07041645 1 0 1 0 0 0 1 1 0 0 0 1 0
25 25 07041648 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041649 1 0 0 0 1 0 0 0 0 0 0 .0 0
25 25 07041652 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041653 2 0 I 0 1 0 1 0 0 0 1 0 0
25 25 07041656 07 NINTH ST I 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041656 75 MOORES LANE 1 0 1 0 0 0 0 0 0 0 I 0 0
25 25 07041657 08 EIGHTH ST . I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041658 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041659 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041659 12 FIFTH ST 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 0704 1660 . 2 0 2 0 0 0 0 0 1 1 1 0 1
25 25 07041660 13 FOURTH AVE I 0 1 0 0 0 0 0 1 0 1 0 0
25 25 07041661 I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041661 16 THIRD ST 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041662 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041662 18 FIRST ST 3 0 1 0 2 0 0 0 0 0 1 0 0
25 25 07041663 3 0 0 1 2 0 0 1 0 0 0 0 0
25 25 07041663 19 MAIN ST. 4 0 I 1 2 0 0 0 0 0 I 0 0
25. 25 07041663 2 I AOAMS ST 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041665 4 0 0 I 3 0 0 0 0 0 1 0 0
25 25 07041665 24 CENTRAL AVE 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041672 t- I 0 1 0 0 0 0 0 0 0 I 0 0
25 25 07041672 38 NORTH RD-CO RD 27 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041672 92 UNKOWN INTERSECTION I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041674 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041675 1 I 0 0 0 0 0 0 0 0 I 0 0
25 25 07041675 41 MANHASSET RD 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041677 1 0 1 0 0 0 0 1 0 0 1 0 0
25 25 07041681 I 0 1 0 0 0 0 0 0 0 0 I 0
25 25 07041682 2 0 I 0 I 0 0 1 0 0 I 0 0
25 25 07041683 I 0 0 0 I 0 0 0 0 0 0 0 0
25 25 07041685 48 ROCK PT RD 2 0 I 0 1 0 0 0 0 0 I 0 0
25 25.07041688 1 0 0 0 I 0 0 0 0 0 0 0 0
25 25;07041689 54 OLD ORCHARD LANE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25.07041&90 82 STARS RD 1 0 1 0 0 0 0 1 0 0 0 0 1
25 - 2-5 0704 1695 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704 1705 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041706 1. 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041714 65 TABOR RD 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041717 1 0 0 0 1 0 0 0 0 0 0 0 0
. SIDE-ROAD & NON-REPDRTABLES INCLUDED .. EXCLUDES NON-REPORT ABLES "'.. EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 16
76
- - - - - - - - - - - - - - - - - - -
NVS DEPARTM""T OF TRANSPORTATION USER: TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 9/27/95
INTERIM ACCIDENT SUMMARV REGIDN-COUNTV 07 FOR 1/01/94 THRU 12/31/94
N U M B E R o F A C C I 0 E N T S -
ROUTE REF . MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ POD N/R SIDE WET FIXED PEO & TRUCK LI GHT CONDITION
NO~ . ROAD ROAD OBJ BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041612 69 WELLS AVE 3 0 2 0 1 0 0 0 1 0 1 1 0
25 25 07041613 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041614 3 0 0 2 1 0 1 0 0 0 1 1 0
25 25 07041614 56 YOUNGS AVE. 4 0 1 1 2 0 0 0 0 0 2 0 0
25 25 07041615 2 0 1 1 0 0 0 0 1 0 1 0 0
25 25 07041616 76 HOBART RO-BOSSEAI 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041617 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041617 79 LOCUST LANE 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041618 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041619 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041621 3 0 0 1 2 0 0 0 0 0 0 0 0
25 25 07041622 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041629 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041632 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041635 2 0 1 1 0 0 0 1 0 0 , , 0
25 25 07041637 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041640 , 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041640 94 PIPES NECK 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704164' 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041643 95 CHAPEL LANE 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 01041644 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041645 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041648 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041649 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041651 1 1 0 0 0 0 0 0 0 0 1 0 0
25 25 07041653 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041655 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041656 2 0 1 0 1 0 1 0 0 0 1 0 0
25 25 07041656 07 NINTH ST 2 0 2 0 0 0 1 0 0 0 1 1 0
25 25 07041656 75 MOORES LANE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041658 39 FIFTH AVE 1 0 0 0 1 0 0 0 0 0 0" 0 0
25 25 07041659 12 FIFTH ST 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041660 14 FOURTH ST 1 0 0 1 0 0 0 1 0 0 0 0 0
25 25 07041661 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041661 16 THIRD ST 4 0 0 0 4 0 0 0 0 0 0 0 0
25 25 07041662 18 FIRST ST 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041663 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 07041663 19 MAIN ST. 1 0 0 1 0 0 0 0 0 0 0 1 0
25 25 07041663 21 ADAMS ST 3 0 0 0 3 0 0 0 0 0 0 0 0
25 25 07041664 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041664 00 UNKOWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041665 24 CENTRAL AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041666 2 0 0 1 1 0 0 0 0 0 1 0 0
25 25 07041667 1 0 1 0 0 0 1 1 0 0 0 1 0
25 25 07041668 31 MANOR PL 3 0 I" 2 0 0 2 0 0 0 2 1 0
25 25 07041669 1 0 1 0 0 0 1 1 0 0 1 0 0
25 25 07041672 38 NORTH RD-CO RD 27 J, 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041672 39 SOUND RD 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041673 40 BAILEY AVE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041676 1 0 0 0 1. 0 0 0 0 0 0 0 0
. SIDF-RDAD & NON-REPORTABLES INCLUDED .. EXCLUDES NDN-REPORTABUS ... EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 16
76
- - - - - - - - - - - - - - - - - - -
NYS DEPARTMENT OF TRANSPORTATION USER: TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN OA TE 9/27/95
INTERIM ACC !DENT SUMMARY REGION-COUNTY 07 FOR 1/01/94 THRU 12/31/94
N U M B E R o F A C C I 0 ENT$-
ROUTE REF. MARKER INTERSEC OESCR IPT ION TOTAL FATAL IN~ POD N/R S!DE WET FIXED PEO & TRUCK LIGHT CONDITION
NO. . ROAD ROAD OB~ BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041677 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041679 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 070416BO 44 MAPLE LN 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 070416Bl 3 0 1 0 2 0 0 1 0 0 1 0 0
25 25 07041682 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041683 1 0 0 0 1 0 0 ,0 0 0 0 0 0
25 25 07041685 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041685 4B ROCK PT RO 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 070416BB 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 070416B9 4 0 3 0 1 0 1 0 1 0 3 0 0
25 25 07041691 1 0 0 1 0 0 0 0 0 0 1 0 0
25 25 07041692 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041699 3 0 2 0 1 0 0 0 0 0 0 2 0
25 25 07041702 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0704 1704 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041709 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041710 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041711 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041712 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041712 63 OYSTER POND RO 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041714 2 0 1 0 1 0 0 0 0 0 1 0 0
25 25 07041714 65 TABOR RO 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041715 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041716 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041718 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041720 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041724 00 UNKOWN INTERSECTION 1 O. 1 0 0 0 0 0 1 0 1 0 0
25 25 07041728 1 0 0 1 0 0 0 0 0 0 0 1 0
25 25 0704 1729 l' 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041736 00 UNKOWN INTERSECTION 1 0 1 0 0 0 0 0 0 0 0 1 0
25 25 07041802 1 0 0 1 0 0 0 0 0 0 1 0 0
25 25 07041815 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041941 2 0 2 0 0 0 0 0 0 0 1 1 0
25 25 07041964 1 0 0 1 0 0 1 0 0 0 1 0 0
25 25 07041968 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041999 116 0 23 34 59 0 10 7 0 0 5 2 0
25 25 07041999 00 UNKOWN INTERSECTION 12 0 2 3 7 0 0 0 0 0 1 1 0
25 25 07041999 58 UNKQWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041999 99 UNKOWN INTERSECTION 2 0 0 1 1 0 0 1 0 0 0 0 1
25 ..... ROUTE TOTAL W/999 RM'S.. 3282 12 1280 512 1478 3 392 103 54 61 1013 398 62
25A 25A07031001 5 0 3 2 0 0 3 I 0 0 1 1 0
25A 25A07031oo1 31 vCT NY 108 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031004 1 0 0 1 0 0 I 0 0 0 0 1 0
25A 25A07031005 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031oo6 2 0 1 1 0 0 I 1 0 0 2 0 0
25A 25AQ703100G 32 TERRACE PLACE 1 0 1 0 0 0 0 0 0 0 0 1 0
25A 25A07031oo7 2 0 1 1 0 0 0 0 0 1 2 0 0
25A 25A07031oo8 34 PORTLAND ST 2 0 2 0 0 0 2 2 0 0 1 1 0
25A 25A07031oo9 7 0 1 2 4 0 1 0 0 0 2 1 0
25A 25A07031009 85 SHORE RO-SNAKE HILL 2 0 0 1 t 0 0 0 0 1 0 0 1
. SIDE-ROAD & NON-REPORT ABLES INCLUOEO .. EXCLUDES NON-REPORTABLES ... EXCLUDES PICKUP & VANS REGION-COUNTY 07 PAGE 17
- - - - - - - - - - - - - - - - - - -
NYS DEPARTMENT OF TRANSPORTATION USER: TRAfFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 3/ 1/96
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/95 THRU 6/30/95
N U M B E R 0 F A C C ! 0 E N T S -
ROUTE REF . MARKER JNTERSEC OESCRIPTION TOTAL FATAL INJ POO N/R SlOE wET FIXED PEO & TRUCK LIGHT CONDITION
NO. . ROAD ROAD OBJ BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 01041565 84 NEW SUFFOLK-NORTH 2 0 1 1 0 0 1 0 0 I 2 0 0
25 25 07041566 85 DEPOT LANE 2 0 I 0 I 0 I 0 0 0 0 1 0
25 25 01041568 00 UNKOWN INTERSECTION 1 0 1 0 0 0 1 1 0 0 1 0 0
25 25 01041513 3 0 3 0 0 0 2 0 I 0 2 1 0
25 25 01041513 90 EUGENE ROAO 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041514 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041519 2 0 2 0 0 0 0 0 0 0 2 0 0
25 25 0104'586 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041588 I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041588 94 INDIAN NECK LANE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041593 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041594 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 01041591 0 0 0 0 0 0 0 ^ ^ ^ 0
v v v
25 25 07041600 62 SOUTH HARBOR ROAD 1 0 1 0 0 0 0 1 0 0 1 0 0
25 25 07041604 I 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041609 1 0 0 0 1 0 0 0 0 0 0 .0 0
25 25 01041609 65 TUCKERS LANE 2 0 1 0 1 0 0 0 0 1 I 0 0
25 25 01041612 1 0 0 1 1) 0 1 0 0 0 1 0 0
25 25 01041613 13 BECKWITtl AVE 1 0 0 1 0 0 0 0 0 1 1 0 0
25 25 01041614 4 0 2 1 1 0 0 0 0 0 2 0 0
25 25 07041614 56 YOUNGS AVE. 2 0 0 1 1 0 0 0 0 0 1 0 0
25 25 01041615 1 0 I 0 0 0 0 0 0 0 1 0 0
25 25 01041616 3 0 2 0 1 0 0 0 2 0 1 1 0
25 25 01041611 79 LOCUST LANE 1 0 1 0 0 0 1 0 0 0 I 0 0
25 25 01041618 80 TOWN HARBOR LANE 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041620 1 0 I 0 0 0 1 0 0 0 . 0 0
25 25 07041623 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041635 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041641 49 KERWIN BLVO 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041646 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041649 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041653 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041656 01 NINTH ST 2 0 0 1 1 0 1 0 0 0 1 0 0
25 25 01041656 15 MOORES LANE 2 0 1 1 0 0 0 0 0 1 2 0 0
25 25 01041658 10 SIXTH ST 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 01041659 12 FIFTH ST 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 07041660 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041660 14 FOURTH ST 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041661 2 0 0 0 2 0 0 0 0 0 0 0 0
25 25 01041663 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041665 1 0 0 1 0 0 0 0 0 0 1 0 0
25 25 01041669 32 MONSELL PL 1 0 1 0 0 0 0 0 0 0 ,I 0 0
25 25 01041610 36 CHAMPLIN-WILMARTH A 1 0 1 0 0 0 0 0 0 0 1 0 0
25 25 01041612 t 1 0 0 1 0 0 0 0 0 0 1 0 0
25 25 07041682 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 070416B2 45 SHIPYARO LN 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 010416B3 1 0 1 0 0 0 0 0 0 0 I 0 0
25 25 01041683 00 UNKOWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 01041684 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 0104.688 1 0 1 0 0 0 0 1 0 0 t 0 0
. SIOE-ROAO & NON-REPORTABLES INCLUOEO .. EXCLUOES NON-REPORTABLES .... EXCLUDES PICKUP & VANS REGION-COUNTV 07 PAGE 11
- - - - - - - - - - - - - - - - - -
-
NYS DEPARTMENT OF TRANSPORTATION USER: TRAFFIC & SAFETY
STATE ACCIDENT SURVEILLANCE SYSTEM RUN DATE 3/ 1/96
INTERIM ACCIDENT SUMMARY REGION-COUNTY 07 FOR 1/01/95 THRU 6/30/95
N U M B E R o F A C C I 0 E N T S -
ROUTE REF. MARKER INTERSEC DESCRIPTION TOTAL FATAL INJ PDO N/R SlOE WET FIXED PED & TRUCK LIGHT CONDIT ION
NO. . ROAD ROAD OBJ BIKE ... DAY NIGHT DAWN/DUSK
.. .. .. .. .. .. ..
25 25 07041690 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041710 1 0 0 1 0 0 0 0 0 0 0 0 0
25 25 07041732 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041740 1 0 0 0 1 0 0 0 0 0 0 0 0
25 25 07041749 1 0 0 0 1 0 0 0 0 0 0 0 0
2 25 07041861 1 0 1 0 0 0 0 0 0 0 0 0 1
25 25 07041999 38 0 3 16 19 0 2 2 0 0 0 1 0
25 25 07041999 00 UNKDWN INTERSECTION 6 0 4 0 2 0 3 0 1 0 3 1 0
25 25 07041999 99 UNKOWN INTERSECTION 1 0 0 0 1 0 0 0 0 0 0 0 0
25 ..... ROUTE TOTAL W/999 RM'S.. 1479 7 546 265 661 0 219 41 26 31 487 145 38
25A 25A07031001 31 JCT NY 108 1 0 1 0 0 0 1 0 0 0 1 0 0
25A 25A07031003 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031006 1 0 1 0 0 0 0 0 0 0 1 0 0
25A 25A07031008 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25A07031008 33 FLORA 5T 1 0 1 0 0 0 0 1 0 0 0 0 I
25A 25A07031008 34 PORTLAND ST 2 0 2 0 0 0 1 2 0 0 1 1 0
25A 25A07031009 2 0 2 0 0 0 2 0 0 0 0 2 0
25A 25A07031009 35 ELM PL 1 0 0 0 1 0 0 0 0 0 0 0 0
254 25407031010 2 0 1 0 1 0 0 0 0 0 1 0 0
254 25407031011 1 0 0 0 1 0 0 0 0 0 0 0 0
254 25A07031012 36 POPLAR PL 1 0 1 0 0 0 1 0 0 0 1 0 0
254 25401031013 31 TURKEY RO 1 0 0 1 0 0 0 0 0 0 0 0 0
254 25401031014 1 0 1 0 0 0 0 0 0 0 0 1 0
25A 25401031015 39 GOOSE HIll RD 2 0 1 1 0 0 1 0 1 0 2 0 0
25A 25401031016 1 0 1 0 0 0 0 1 0 0 0 1 0
25A 25401031011 40 GLEN W4 Y 1 0 1 0 0 0 1 0 0 0 1 0 0
254 25401031019 3 0 1 0 2 0 0 1 0 0 1 0 0
254 25A01031020 2 0 2 0 0 0 2 1 0 1 2 0 0
254 25407031020 42 MIOL4ND ST 1 0 1 0 0 0 0 0 0 0 1 0 0
254 25401031021 44 QU4KER P4TH 1 0 0 0 1 0 0 0 0 0 0 0 0
254 25A01031022 46 WOOLSEY ST C4RLEY 1 0 0 1 0 0 1 0 0 0 O. 0 0
254 25401031023 48 N4TH4N HALE OR 2 0 1 0 1 0 1 0 0 0 1 0 0
25A 25401031025 2 0 0 0 2 0 0 0 0 0 0 0 0
25A 25401031026 1 0 1 0 0 0 0 0 1 0 1 0 0
254 25401031026 54 WOODBURY-WESTNECK 5 0 2 2 1 0 1 0 0 0 1 2 0
254 25A07031027 2 0 0 0 2 0 0 0 0 0 0 0 0
254 25401031028 1 0 0 1 0 0 0 1 0 0 0 0 0
254 25401031028 56 GREEN ST/CLINTON ST 3 0 1 1 1 0 1 0 0 0 2 0 0
254 25A07031028 90 WALL ST/NEW ST 6 0 0 2 4 0 0 0 0 0 0 0 0
254 25401031029 1 0 0 0 1 0 0 0 0 0 0 0 0
254 25401031029 58 JeT NY 110- NY AVE 10 0 3 1 6 0 1 0 0 0 4 0 0
254 25401031030 2 0 1 0 1 0 0 0 0 0 1 0 0
254 25407031031 62 GIBSON 2 0 0 1 1 0 0 0 0 0 1 0 0
254 25407031032 4 0 2 1 1 0 2 1 0 0 p 0 1
25A 25401031032 63 SPRING RO-PRIME 4VE 6 0 3 2 1 0 1 0 0 0 1 2 0
254 25407031033 1 0 0 0 1 0 0 0 0 0 0 0 0
25A 25407031033 65 IRWIN PL 1 0 0 0 1 0 0 0 0 0 0 0 0
254 25401031034 1 0 0 1 0 0 0 0 0 0 1 0 0
254 25407031034 31 S4BBATH PATH 3 0 1 0 2 0 0 0 0 0 1 0 0
25A 25A07031034 66 JACKSON 5 0 2 2 1 0 1 0 0 0 1 3 0
. SIOE-Q04D & NON-REPORTABLES INCLUDED .. EXCLUDES NON-REPORTABLES ... EXCLUDES PICKUP & V4NS REGION-COUNTY 07 P4GE 12
58
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1996 Reportable
Accident Descriptions
Disk #a90, Cross Sound Ferry
File: Di....iders
-------------------
LOCATION CODE: 025- 0704 1674
CASE NUMBER: 6-434108 ACCIDENT DATE: 07/05/96 POLICE AGENCY: 05155 RIVERHEAD TOWN POLICE DEPARTMENT
COUNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 16: PRECINCT:
FIRST EVENT: COLLISION WITH PEDESTRIAN LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: INJURY AND P.D.
TRAFFIC CONTROL: NONE LIGHT CONDITION: DAYLIGHT WEATHER: CLEAR
ROAD CHARACTER: STRAIGHT AND LEVEL MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER LOCATION: NOT AT INTERSECTION PED./BIKER ACTION: CROSSING - NO SIGNAL OR CROSSWALK
REFERENCE MARKER: 025-07041674
REGISTRATION TYPE: 76 COMMERCIAL
SCHOOL BUS, NO VEHICLE YEAR: 92
wEIGHT/PASSENGERS: 005450 APPARENT
APPARENT FACTOR 2: NOT-ENTERED - N/A
SEX ***, M SECONO EVENT: NOT-ENTERED - N/A
EXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: EAST
DRIVEll-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS
BODY TYPE: 63 PICK UP TRUCK BUS/TRUCK CODES: NO
VEHICLE MAKE: FORD VEIiICLE ID NUMBER: IFTDF15Y2NNA84773
FACTOR 1: N/A
PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD
AREA OF IMPACT: NOT AVAILABLE
NUMBER OF OCCUPANTS: 01
MATERIAL INDICATED
AGE ***: 38
REGISTRATION TYPE: NO REGISTRATION TYPE BODY TYPE: 36 PEDESTRIAN BUS/TRUCK CODES: NO
SCHOOL BUS, NO VEHICLE YEAR: VEHICLE MAKE: VEIiICLE ID NUMBER:
wEIGHT/PASSENGERS. APPARENT FACTOR 1. PED'S/BIKE'S ERROR/CDNFUSION
~PPARENT FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: N/A AGE ***: 40
SEX ***. M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
eXTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: N/A NUMBER OF OCCUPANTS:
DRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
** OCCUPANT VEHICLE OCCUPIED: 01
SAFETY EQUIPMENT USED: LAP BELT&HARNESS
** INJURY VEHICLE DCCUPIED: 02P
SAFETY EQUIPMENT USED: N/A
LOCATION OF PHYSICAL COMPLAINT: KNEE TO FOOT
iICTIM STATUS: CONSCIOUS TAKEN TO:
AGE: 36 SEX: MALE
POSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTE!
AGE: 40 SEX: MALE
POSITION IN VEHICLE: N/A EJECTION FROM VEHICLE: N/A
TYPE OF PHYSICAL COMPLAINT: FRACTURE-DISLCTN
TAKEN BY: 9997
-------------------
OCATION CODE: 025- 0704 1675 41
ASE NUMBER: 6-528957 ACCIDENT DATE: 08/31/96 POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
OUNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 08: PRECINCT:
IRST EVENT: COLL W LIGHT SUPPORT/UTILITY POLE LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS. INJURY
RAFFIC CONTROL: NONE LIGHT CONDITION: DAYLIGHT WEATHER: CLEAR
UAD CHARACTER: STRAIGHT AND LEVEL MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
ED./8IKER LOCATION: NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
EFERENCE MARKER, 025-0704167541
EGISTRATION TYPE: NO REGISTRATION TYPE BODY TYPE: 14 2 DOOR SEDAN BUS/TRUCK CODES: NO
CHOUL BUS: NO VEHICLE YEAR: VEHICLE MAKE: VEHICLE ID NUMBER:
EIGIIT /PASSENGERS: APPARENT FACTOR 1: FELL ASLEEP
PPARENT FACTOR 2: N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ***: 23
EX ***, M SECOND EVENT: COLLISION WITH OTHER MOTOR VEHICLE AREA OF IMPACT: NOT AVAILABLE
XTENT OF DAMAGE, UNAVAILBLE DIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 01
RIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
EGISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 11 SEDAN BUS/TRUCK CODES: NO
CIIOOL BUS: NO VEHICLE YEAR: 94 VEIHCLE MAKE: JEEP VEHICLE 10 NUMBER: IJ4GZ58SXRC141669
EIGHT/PASSENGERS: 003552 APPARENT FACTOR 1: N/A
PPARENT FACTOR 2: N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ***, 27
EX ***: F SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
XTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS: 01
RIVER-STATE-CODE, NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
** INJURY VEHICLE OCCUPIED: 01
AFETY EQUIPMENT USED: LAP BELT&HARNESS
OCATIotl OF PIIYSICAL COMPLAINT: FACE
ICTIM STATUS: CONSCIOUS TAKEN TO:
** INJURY VEHICLE OCCUPIED: 02
AFETY EQUIPMENT USED: AIRB DPLOYD/LAPB/HARNSS
OCATION OF PHYSICAL COMPLAINT: KNEE TO FOOT
ICTIM STATUS: CONSCIOUS TAKEN TO:
AGE: 23 SEX: MALE
POSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
TYPE OF PHYSICAL COMPLAINT: MINOR BLEEDING
TAKEN BY: 9997
AGE: 27 SEX: FEMALE
POSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
TYPE OF PHYSICAL COMPLAINT: COMPLAINT OF PAIN
TAKEN BY: 9997
-------------------
.OCATION CODE: 025- 0704 1683
;ASE NUMBER, 6-609642 ACCIDENT DATE: 10/16/96
;OUNTY/MUNI, SUFFOLK COUNTY, TOWN OF SOUTH OLD
'IRST EVENT, COLLISION WITH BICYCLIST
"RAFFIC CONTROL. NO PASSING ZONE
lOAD CHARACTER, STRAIGHT AND LEVEL
'ED./BIKER LOCATION: NOT AT INTERSECTION
tEFERENCE MARKER. 025-07041683
POLICE AGENCY:. 05159 SOUTHOLD TOWN POLICE DEPARTMENT
TIME, 15: PRECINCT:
LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: INJURY
LIGHT CONDITION, DAYLIGHT WEATHER: CLEAR
MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PED./BIKER ACTION: WALKING/RIDING ALONG HIGHWAY WITH TRAFFIC
IEGISTRATION TYPE: 76 COMMERCIAL BODY TYPE: 68 VAN TRUCK BUS/TRUCK CODES: NO
;CHOOL BUS: NO VEHICLE YEAR: 94 VEHICLE MAKE: DODGE VEHICLE ID NUMBER, 2B7HB21Y4RK537026
lEIGHT/PASSENGERS: 004934 APPARENT FACTOR 1: N/A
IPPARENT FACTOR 2: N/A PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD AGE ..., 59
;EX ..., M SECOND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
,XTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL, WEST NUMBER OF OCCUPANTS, 01
IRIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
IEGISTRATION TYPE: NO REGISTRATION TYPE BODY TYPE: 35 BICYCLE BUS/TRUCK CODES: NO
;CHOOL BUS: NO VEHICLE YEAR: VEHICLE MAKE: VEHICLE ID NUMBER:
lEIGHT/PASSENGERS, APPARENT FACTOR 1: FAILURE TO YIELD ROW
,PPARENT FACTOR 2: N/A PRE-ACCIDENT ACTION, MAKING LEFT TURN AGE ...: 65
;EX ...: F SECOND EVENT, NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
:XTENT OF DAMAGE: UNAVAILBLE DIRECTION OF TRAVEL: WEST NUMBER OF OCCUPANTS:
'RIVER-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
.. OCCUPANT VEHICLE OCCUPIED: 01 AGE, 59 SEX: MALE
.AFETY EQUIPMENT USED: LAP BELT&HARNESS POSITION IN VEHICLE, DRIVER EJECTION FROM VEHICLE, NOT EJECTED
.. INJURY VEHICLE OCCUPIED: 02B AGE: 65 SEX: FEMALE
,AFETY EQUIPMENT USED: N/A POSITION IN VEHICLE, N/A EJECTION FROM VEHICLE: N/A
.OCATION OF PHYSICAL COMPLAINT: HEAD TYPE OF PHYSICAL COMPLAINT, CONCUSSION
'ICT!M STATUS: SHOCK TAKEN TO, TAKEN BY: 9997
-------------------
994-1996 7-029
OCATION CODE: 025- 0704 1693
"ASE NUMBER: 6-383681 ACCIDENT DATE: 06/08/96
OllNTY /MUNl: SUFFOLK COUNTY, TOWN OF SOUTlIOLD
IRST EVENT: COLLISION WITH ANIMAL
WAFFIC CUNTROl: NONE
IIAo CIlARACTER: CURVE AND LEVEL
fn./BIKER LnCATION: NO PED. INVOLVEMENT
FFERE/ICE MARKER: 025-07041693
POLICE AGENCY; 05159 SOUTliOLD TOWN POLICE DEPARTMENT
TIME: 12: PRECINCT:
LOCATION FIRST EVENT: ON ROADWAY ACCIDENT CLASS: PROPERTY DAMAGE
LIGllT CONDITION: DARK-RD NOT LIT WEATHER: CLEAR
MANNER OF COLLISION: OTHER TYPE OF ROAD SYSTEM: STATE
PEO./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
U3ISTRATICN TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 14 2 DOOR SEDAN BUS/TRUCK CODES: NO
.CHOOl BUS: NO VEHICLE YEAR: 94 VEHICLE MAKE: FORD VEllIClE 10 NUMBER: IFALP4042RF234191
~IUHT/PASSENGERS: 003050 APPARENT FACTOR 1: ANIMAL'S ACTION
,rPARENf FACIOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE **.: 18
"X ...: M SECOND EVENT: NOT-ENTERED - NIA AREA OF IMPACT: NOT AVAILABLE
XfENT OF DAMAGE: UNAVAIlBlE DIREcrIDN OF TRAVEL: EAST NUMBER OF OCCUPANTS: 01
'ilVEI/-STAIE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
H OCCUPANT VEHICLE OCCUPIED: 01 AGE: 16 SEX: MALE
OSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
SAFETY EQUIPMENT USED: AIRBAG/LAPB/HARNES
-------------------
94-1996 7-029
CATION CODE: 025- 0704 1698
SE NUMBER: 6-102568 ACCIDEHT DATE: 01/02/96 POLICE AGENCY; 05159 SOUTHOLD TOWN POLICE DEPARTMENT
UNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 17: PRECINCT:
RST EVENT: COLl J SION WIlli OTHER FIXED OBJECT LOCATION FIRST EVENT: OFF ROADWAY ACCIDENT CLASS: INJURY AND P. D.
AFFIC CONTROL: NO PASSING ZUNE LIGIIT CONDITION: DARK-RD LIGIITED WEATIIER: SNOW
AD CIIARACTER: CURVE AND LEVEL MANNER OF COLLISION: UTIIER TYPE OF ROAD SYSTEM: STATE
_U./BIKER LOCATION: NU PED. INVOLVEMENT PED./BIKER ACTIUN: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
FERENCE MARKER: U25-U7U41698
GISTRATION TYPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 14 2 DOOR SEDAN BUS/TRUCK CODES: NO
HOOL BUS: NO VEIIJCLE YEAR: 9', VEHICLE MAKE: FORD VEIIICLE ID NUMBER: 1FALP4042RF234191
IOIIT/PASSENGERS: UU30~0 APPARENT FACTOR 1: PAVEMENT SLIPPERY
PARENT FACTOR 2: N/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ***: 17
-X "': M SECUND EVENT: NOT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
TENT UF DAMAGE: UNAVAIlBLE UIRECTION OF TRAVEL: WEST NUMOER OF OCCUPANTS, 01
IVER-STATE-CODE: NEW YORK IIAZAROOUS MATERIAL: NO FIAZARDOUS MATERIAL INDICATED
H INJURY VEHICLE OCCUPIED: 01 AGE: 17 SEX, MALE
SITION IN VEIIICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
PE ur PIIYSICAL COMPLAINT: N/A VICTIM STATUS: C INJURY
SAFETY EQUIPMENT USED: LAP BELT&HARNESS
LOCATION OF PHYSICAL COMPLAINT: N/A
TAKEN TD: TAKEN BY,
--------
----------
94-1996 7-029
CATION CODE: 025- 0704 1704
SE NUMBER: 6-288007 ACCIDENT DATE: 04/14/96 POLICE AGENCY: 05159 SOUTHOlD TOWN POLICE DEPARTMENT
UNTY/MUNI: SUFFOLK COUNTY, TOWN OF SOUTHOLD TIME: 01: PRECINCT:
RST EVENT: COLL W LIGHT SUPPORT/UTILITY POLE LOCATION FIRST EVENT. OFF ROADWAY ACCIDENT CLASS. INJURY
AFFIC COIHROL: NO PASSIIm ZONE LIGHT CONDITION. DARK-RD LIGHTED WEATHER, CLOUDY
AD CHA~ACTER. SrRAIGIIT AND LFVEL MANNER OF COLLISION, OIHER TYPE OF ROAD SYSTEM, STATE
:0. /UIKElI LOCATION, NO PEO. INVOLVEMENT PED .IBIKER ACTION, NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT>
~FEREIICE MARKER: 025-070~1704
GISTRATION TYPE, 16 PASSENGER OR SUBURBAN BODY TYPE. 63 PICK UP TRUCK BUS/TRUCK CODES. NO
;HOOL BUS. NO VEHICLE YEAR. 88 VEHICLE MAKE, NITSU VEHICLE 10 NUMBER, JA7FM54E9JP029312
:lGIIT/PASSENGERS, 0037~0 APPARENT FACTOR I, FELL ASLEEP
PARENI FACTOR Z: NOT-ENTERED - II/A PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE '''''': 28
:x ...: F SECOND [VENT, NON-COLLISION - OVERTURNEO AREA OF IMPACT, NOT AVAILABLE
TENT OF DAMAGE. UNAVAILULE DIRECTION OF fRAVEl. EAST NUMBER OF OCCUPANTS, 01
IIVER-STArE-CODE. NEW YORK HAlARDOUS MATERIAL. NO HAlARDOUS MATERIAL INDICATED
.. INJURY VEHICLE OCCUPIED, 01
SITION IN VEHICLE: DRIVFR EJECTION
PE OF PIIYSICAL COMPLAINI, MINOR BLEEDING
AGE: 26
FROM VEHICLE, NOT
VICTIM STATUS,
SEX, FEMALE
EJECTEO
CONSCIOUS
SAFETY EQUIPMENT USED, lAP BElT&HARNESS
lOCATION OF PHYSICAL COMPLAINT, ELBOW TO HAND
TAKEN TO, TAKEN BY,
- - - - - - - -.....
----------
994-1996 7-029
OCATION CODE, 025- 0704 1726 67
ASE NUMBER: 6-296285 ACCIDENT DATE: 04/21/96 POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
OUNTV/MUNI, SUFFOLK COUNTY, TOWN OF SOU1HOLO TIME: 12: PRECINCT:
IRST EVENT: COLLISION WITH OTHER MOTOR VEHICLE LOCATION FIRST EVENT: ON ROADWAV ACCIDENT CLASS: INJURV AND P.D.
tRAFFIC CONTROL: NO PASSING ZONE LimiT CONDITION, DAVLIGHT WEATHER: CLEAR
OAO CHARACTER: CURVE AND LEVEL MANNER OF COLLISION: UNKNOWN TVPE OF ROAD SYSTEM, STATE
ED./BIKER LOCATION: NO PED. INVOLVEMENT PED./BIKER ACTION: NOT AVAILABLE (NO PEDESTRIAN INVOLVEMENT)
EFERENCE MARKER: 025-070"172667
EGISTRATlON TYPE: NO REGISTRATION TVPE BODY TYPE: 13 4 DOOR SEDAN BUS/TRUCK CODES, NO
ClmOL IlUS: NO VEHICLE YEAR, VEHICLE MAKE, VEHICLE III NUMBER:
EIGIIT /PASSENGERS, APPARENT FACTOR I: N/A
PPAREIH FACTOR 2: NOT-ENTERED - N/A PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD AGE ""*: 27
'EX ***: F SECOND EVENr, NIlT-ENTERED - N/A AREA OF IMPACT: NOT AVAILABLE
"XTEln OF IlAMAGE: UNAVA [LIlLe IlIRECTION OF TRAVEL: EAST NUMBER OF OCCUPANTS: 02
RIVEIl-STATE-CODE: MASSI\CIIUSETTS HAZARDOUS MATERIAL: NO HAZAROOUS MA TeRIAL INDICATED
leGISTRATION TVPE: 16 PASSENGER OR SUBURBAN BODY TYPE: 12 SUBURBAN BUS/TRUCK CODES: NO
CHOOL BUS, NO VelHCLE YEAR: 84 VEIHCLE MAKE: SUBAR VEHICLE ID NUMBER: JF2AM52B3ED409230
EIGIIT /I'ASSENGERS: 002365 APPARENT FACTOR I: DRIVER INATTENTION
d'PAREIH FACTOR 2: FAILURE TO YIELD ROW PRE-ACCIDENT ACTION: GOING STRAIGHT AHEAD AGE ""*: 50
EX ***: F SECIlNO EVENT, NOT-ENTERED - N/A AReA OF IMPACT: NOT AVAILABLE
XTENT OF DAMAGE: UNAVAlLBLE DIRECTION OF TRAVEL: SOUTH NUMIlER OF OCCUPANTS: 05
RIVeR-STATE-CODE: NEW YORK HAZARDOUS MATERIAL: NO HAZARDOUS MATERIAL INDICATED
"" INJURY VEIIlCLE OCCUPIED: 01 AGE, 07 SEX: FEMALE
OSITION IN VEHICLE, RIGHT FRONT EJECTION FROM VEHICLE: NOT EJECTED
rVPE OF PHYSICAL COMPLAINT, COMPLAINT OF PAIN VICTIM STATUS: CONSCIOUS
"* INJURY VEHICLE OCCUPIED, 01 AGE: 27 SEX, FEMALE
OSITION IN VEHICLE: DRIVER EJECTION FROM VEHICLE: NOT EJECTED
rvpE OF plNSICAL COMPLAINT: N/A VICTIM STATUS: B INJURY
H INJURY VEHICLE OCCUPIED: 02 AGE: 50 SEX: FEMALE
OSITION IN VEHICLE: DRIVER EJECTION FROM VEIHCLE: NOT EJECTED
rVPE IlF PHYSICAL COMPLAINT: COMPLAINT OF PAIN VICTIM STATUS: CONSCIOUS
"* INJURV VEIHCl E OCCUPIED, 02 AGE: 17 SEX: MALE
'OSITION IN VEHICLE: RIGHT FRONT EJECTION FROM VEHICLE: NOT EJECTED
rVPE OF plNSICAL COMPLAINT: COMPLAINT OF PAIN VICTIM STATUS: CONSCIOUS
n INJURV VEHICLE IlCCUpIED: 02 AGE: 14 SEX: MALE
. OSITION IN VEHICLE: MIDDLE BACK EJECTION FROM VEHICLE: Nor EJECTED
rVpE OF PHYSICAL CUMPLAINT: FRACTURE-DISLCTN VICTIM STATUS: CONSCIOUS
** INJURV VEHICLE OCCUPIED: 02 AGE: 51 SEX: FEMALE
POSITION IN VEHICLE: RIGHT BACK EJECTION FROM VEHICLE: NOT EJECTED
TVpE OF PHYSICAL COMPLAINT: FRACTURE-DISLCTN VICTIM STATUS, CONSCIOUS
H INJURV VEIIlCLE OCCUPIED: 02 AGE: 51 SEX: FEMALE
POSITION IN VEHICLE: LEFT BACK EJECTION FROM VEHICLE: NOT EJECTED
TVpE or PHYSICAL COMPLAINT: COMPLAINT OF PAIN VICTIM STATUS: CONSCIOUS
SAFETY EQUIPMENT USED: CHILD RESTRAINT
LOCATION OF PHYSICAL COMPLAINT: ABDOMEN-PELVIS
TAKEN TO: TAKEN BY: 9997
SAFETY EQUIPMENT USED: LAP BELT&HARNESS
LOCATION OF PHYSICAL COMPLAINT: N/A
TAKEN TO: TAKEN BY:
SAFETY EQUIPMENT USED: LAP BELT&HARNESS
LOCATION OF PHYSICAL COMPLAINT: NECK
TAKEN TO: TAKEN BY: 9997
SAFETY EQUIPMENT USED: LAP BELT&HARNESS
LOCATION OF PHYSICAL COMPLAINT: CHEST
TAKEN TO: TAKEN BY: 9997
SAFETY EQUIPMENT USED: NONE
LOCATION OF PHYSICAL COMPLAINT: SHLDR-UppER AR~
TAKEN TO: TAKEN BY: 9997
SAFETY EQUIPMENT USED: NONE
LOCATION OF PHYSICAL COMPLAINT: CHEST
TAKEN TO: TAKEN BY: 9997
SAFETY EQUIPMENT USED: NONE
LOCATION OF PHYSICAL COMPLAINT: CHEST
TAKEN TO: TAKEN BY: 9997
-------
----------
94-1996 7-029
CATION COOE, 025- 0704 1747
.SE HUMBER: 6-283371 ACCIDENT DATE: 04/11/96
JIJNTY/MIJNI, SUFFOLK COUNTY, TOWN OF SOUTIIOLD
IRST EVENT, COLLISION WITII SIGN POST
I.\FFlC COtHROL, NO PASSING ZONE
JAO CIIARACTER, STRAIGHT AND LEVEL
'u./UIKER LOCATION, N/A
fEREHCE MARKER, U25-07041747
POLICE AGENCY: 05159 SOUTHOLD TOWN POLICE DEPARTMENT
TIME, 06, PRECINCT:
LOCATION FIRST EVENT: OFF ROADWAY ACCIDENT CLASS, INJURY
LIGHT CONDITION: DAWN WEAlHER: CLOUDY
MANNER OF COLLISION, OTHER TYPE OF ROAD SYSTEM: STATE
PED./UIKER ACTION, N/A
:GISTRATION TYPE, ND REGISTRATION TYPE UODY TYPE: I3 4 DOOR SEOAN BUS/TRUCK CODES, NO
;ItOOL BUS, NO VEIIICLE YEAR, VEHICLE MAKE: VEHICLE 10 NUMBER:
~ [GilT /PASSENGERS, APPARENT FACTOR 1, FEll ASLEEP
'I'AIIHIT FACTOR 2, N/A PRE-ACCIDENT ACTION, GOING STRAIGHT AHEAD AGE '''''', 64
'X H*, M SECOND EVENT, NON-COUISION - OVERTURNED AREA OF IMPACT, NOT AVAILABLE
rEHT OF DAMAGE, UNAVAIlDlE DIRECTION OF TRAVEL, EASl NUMDER OF OCCUPANTS: 01
aVfR-S TATE-CODE, VIRGINIA HAZARDOUS MATERIAL, NO HAZARDOUS MATERIAL INDICATED
** IIlJURY VEHICLE OCCUPIED, 01
0511ION IN VEHICLE, DRIVER EJECTION
I'E OF PHYSICAL COMPLAINT, COMPLAINT OF PAIIl
AGE: 8f,
FROM VEHICLE, NOT
VICTIM STATUS,
SEX, MALE
EJECTED
CONSCIOUS
SAFETY EQUIPMENT USED, LAP BELT&HARNESS
LOCATION OF PHYSICAL COMPLAINT: CHEST
TAKEN TO: TAKEN BY: 9997
I
I
.
I
.
.
.
.
I
.
.
.
I
I
I
I
I
I
I
Capacity Analysis
Disk #3:90. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
.
.
.
.
.
I
I
I
I
I
I
I
I
Traffic Volumes Used
In Capacity Analysis
Disk #390. Cross Sound Ferry
File: Dividers
.
.
.
.
.
.
I
I
I
I
.
I
I
I
I
I
I
I
I
This section presents the results of a detailed Highway Capacity Software analysis of existing and
future, 2002 and 2007, NYS Route 25 traffic operations.
Specifically, this section contains the traffic volumes used in estimating level of service and the level
of service calculations for the following three sections of Route 25 between the intersection of Route
25 and Main Street (Greenport) and the eastern terminus of Route 25: Main Street to East Marion
Orient Park, East Marion Orient Park to Narrow River Road, and Narrow River Road to the eastern
terminus of Route 25. The analysis was completed for three one-hour time periods within a typical
weekday, Saturday, and Sunday: I] :00 A.M. to ]2:00 Noon, 5:00 P.M. to 6:00 P.M., and 9:00 P.M.
to 10:00 P.M.
Disk #390-Cross Sound Ferry
File: Se,ftware analysis.wpd
.
.
.
.
.
.
.
.
.
.
.
J
I
I
I
I
I
I
I
Route 25
Main Street to East MarianI
Orient Park
Existing Capacity Analysis
Disk #3:90, Cross Sound Ferry
File: Dividers
.
.
.
.
.
.
.
.
I
I
.
~
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, weekday; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.89
54 / 46
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ---.-- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 :2 2.5 .84 .98 .89
C 2.2 :2 2.5 .84 .98 .89
0 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
------------------.-------------------------------------------
INPUT VOLUME(vph): 607
ACTUAL FLOW RATE: 682
SERVICE
LOS FLOW RATE V/C
--------- .-----
A 147 .07
B 390 .19
C 697 .34
0 1275 .59
E 2239 1
LOS FOR GIVEN CONDITIONS: C
.
.
.
.
.
.
.
.
.
.
.
,I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, w
eekday; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS..............................................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR... '...................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 776
ACTUAL FLOW RATE: 1035
SERVICE
LOS FLOW RATE V/C
--------- .-----
A 149 .07
B 397 .19
C 710 .34
D 1299 .59
E 2280 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.75
49 / 51
10
7
57
I
I
I
.
.
.
.
.
.
.
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*~,**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
weekday; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)....................................................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- --_._- ----- ----- ----- -----
A 2 1.B 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
0 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 302
ACTUAL FLOW RATE: 378
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
0 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: B
2
2
5
50
.8
55 / 45
10
7
57
.
.
.
.
.
.
.
.
.
.
.
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*~.**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sat.; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ---~..- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 :~ 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
D 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1163
ACTUAL FLOW RATE: 1278
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
D 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.91
55 / 45
10
7
57
.
.
.
.
.
.
.
.
I
I
,
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION..,.. NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
at. Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ---.-- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
~
I
I
I
I
I
I
I
INPUT VOLUME(vph): 1018
ACTUAL FLOW RATE: 1289
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
D 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.79
42 / 58
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS......
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sat.; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~1\l{ }{()tJ~ ~J\C=~()il... ~ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I..aANE WIDTH (FT)......"..................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 444
ACTUAL FLOW RATE: 505
SERVICE
LOS FLOW RATE V/C
--------- -----
A 148 .07
B 392 .19
C 702 .34
D 1283 .59
E 2252 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.88
47 / 53
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*~,**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sun.; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH) '. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.94
58 / 42
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 :2 2.5 .84 .95 .89
C 2.2 :2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1220
ACTUAL FLOW RATE: 1298
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
D 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALYSIS...... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
un.; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.81
36 / 64
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
0 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1127
ACTUAL FLOW RATE: 1391
SERVICE
LOS FLOW RATE V/C
--------- -----
A 138 .07
B 367 .19
C 657 .34
D 1202 .59
E 2110 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sun.; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (HPH) ~ . . . . . . . . . . . . . . . . . . . . . . . . .
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.77
39 / 61
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ------ ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 467
ACTUAL FLOW RATE: 606
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 373 .19
C 668 .34
D 1222 .59
E 2145 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Main Street to East Marionl
Orient Park
2002 Capacity Analysis
(No-Build)
Disk #:::90. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, weekday; 5 year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 699
ACTUAL FLOW RATE: 785
SERVICE
LOS FLOW RATE V/C
--------- .-----
A 148 .07
B 392 .19
C 702 .34
0 1283 .59
E 2252 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.89
53 / 47
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALYST..............DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, W
eekday; 5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.....,........................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT)................................"....
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
0 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 886
ACTUAL FLOW RATE: 1181
SERVICE
LOS FLOW RATE V/C
--------- -.----
A 149 .07
B 397 .19
C 710 .34
D 1299 .59
E 2280 1
LOS FOR GIVEN CONDITIONS: 0
2
2
5
50
.75
49 / 51
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
weekday; 5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS......... .......... .....
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~~l{ li()1J~ ~~<:~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 341
ACTUAL FLOW RATE: 426
SERVICE
LOS FLOW RATE V/C
--------- -----
A 145 .07
B 385 .19
C 689 .34
D 1260 .59
E 2211 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.8
56 / 44
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main St. (Greenport); 11-12 NOO
N, Sat.; 5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~1\J{ ff()tJ~ ~J\C:1r()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT)..............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 :2 2.5 .84 .97 .89
C 2.2 2: 2.5 .84 .97 .89
0 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1335
ACTUAL FLOW RATE: 1467
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
D 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.91
55 / 45
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
at.; 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1169
ACTUAL FLOW RATE: 1480
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
D 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.79
42 / 58
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sat.; 5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.88
48 / 52
10
7
57
-------------------.------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
0 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 505
ACTUAL FLOW RATE: 574
SERVICE
LOS FLOW RATE V/C
--------- -----
A 148 .07
B 395 .19
C 706 .34
0 1291 .59
E 2266 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sun.; 5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
JANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.94
57 / 43
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 :2 2.5 .84 .96 .89
C 2.2 :2 2.5 .84 .96 .89
0 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1404
ACTUAL FLOW RATE: 1494
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
un.; 5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I...ANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.81
37 / 63
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1288
ACTUAL FLOW RATE: 1590
SERVICE
LOS FLOW RATE V/C
--------- _._---
A 139 .07
B 369 .19
C 661 .34
D 1209 .59
E 2122 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sun.; 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
0 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 534
ACTUAL FLOW RATE: 694
SERVICE
LOS FLOW RATE V/C
--------- -----
A 141 .07
B 375 .19
C 672 .34
0 1228 .59
E 2156 1
LOS FOR GIVEN CONDITIONS: 0
2
2
5
50
.77
40 / 60
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Main Street to East MarianI
Orient Park
2002 Capacity Analysis
(Build)
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, weekday; 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.. ..........................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE W.IDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 739
ACTUAL FLOW RATE: 830
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
D 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.89
58 / 42
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, w
eekday; 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I...ANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.75
50 / 50
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 1 .91
B 2.2 2 2.5 .84 1 .89
C 2.2 2 2.5 .84 1 .89
D 2 1.6 1.6 .84 1 .94
E 2 1.6 1.6 .87 1 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 932
ACTUAL FLOW RATE: 1243
SERVICE
LOS FLOW RATE V/C
--------- -----
A 150 .07
B 399 .19
C 715 .34
D 1307 .59
E 2294 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
weekday; 5 Year. build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.8
45 / 55
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----.- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
0 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 384
ACTUAL FLOW RATE: 480
SERVICE
LOS FLOW RATE V/C
--------- -.----
A 146 .07
B 387 .19
C 693 .34
0 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*~,**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport): 11-12 NOO
N, Sat.: 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~J\l< If()tJ~ ~J\C:1r()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.91
57 / 43
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ---.-- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1386
ACTUAL FLOW RATE: 1523
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
0 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
at.; 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.79
42 / 58
10
7
57
-------------------,------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1211
ACTUAL FLOW RATE: 1533
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
0 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sat.; 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.88
41 / 59
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
0 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 545
ACTUAL FLOW RATE: 619
SERVICE
LOS FLOW RATE V/C
--------- -----
A 142 .07
B 378 .19
C 676 .34
0 1236 .59
E 2170 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sun.; 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.94
59 / 41
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 :2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1451
ACTUAL FLOW RATE: 1544
SERVICE
LOS FLOW RATE V/C
--------- -----
A 142 .07
B 378 .19
C 676 .34
D 1236 .59
E 2170 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
un.; 5 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)...........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.81
37 / 63
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1337
ACTUAL FLOW RATE: 1651
SERVICE
LOS FLOW RATE V/C
--------- -----
A 139 .07
B 369 .19
C 661 .34
D 1209 .59
E 2122 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport): 9-10 PM,
Sun.: 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.77
35 / 65
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
D 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 575
ACTUAL FLOW RATE: 747
SERVICE
LOS FLOW RATE V/C
--------- -----
A 137 .07
B 365 .19
C 654 .34
D 1196 .59
E 2099 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Main Street to East Marionl
Orient Park
2007 Capacity Analysis
(No Build)
Disk #~190, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, weekday; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)....................................................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN) ..........
I.A.NE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.89
53 / 47
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 809
ACTUAL FLOW RATE: 909
SERVICE
LOS FLOW RATE V/C
--------- .-----
A 148 .07
B 392 .19
C 702 .34
D 1283 .59
E 2252 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST............... DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, W
eekday; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................ 2
PERCENTAGE OF BUSES......................... 2
PERCENTAGE OF RECREATIONAL VEHICLES......... 5
DESIGN SPEED (MPH) It .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 50
PEAK HOUR FACTOR....................................................... .. 75
DIRECTIONAL DISTRIBUTION (UP/DOWN).......... 50/50
LANE WIDTH (FT).......................................................... 10
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)... 7
PERCENT NO PASSING ZONES.................... 57
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R W d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 1 .91
B 2.2 2 2.5 .84 1 .89
C 2.2 2 2.5 .84 1 .89
D 2 1.6 1.6 .84 1 .94
E 2 1.6 1.6 .87 1 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1017
ACTUAL FLOW RATE: 1356
SERVICE
LOS FLOW RATE V/C
--------- -----
A 150 .07
B 399 .19
C 715 .34
D 1307 .59
E 2294 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
weekday; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl< }{()lJR ~ACT()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.8
58 / 42
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
0 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 389
ACTUAL FLOW RATE: 486
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
0 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sat.; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)...........................
PEAl< HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.91
54 / 46
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1535
ACTUAL FLOW RATE: 1687
SERVICE
LOS FLOW RATE V/C
--------- -----
A 147 .07
B 390 .19
C 697 .34
D 1275 .59
E 2239 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
at.; 10 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS................................................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1345
ACTUAL FLOW RATE: 1703
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.79
43 / 57
10
7
57
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sat.; 10 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES....................... ...
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)....................................................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I..ANE WIDTH eFT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.88
49 / 51
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
0 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 576
ACTUAL FLOW RATE: 655
SERVICE
LOS FLOW RATE V/C
--------- -----
A 149 .07
B 397 .19
C 710 .34
0 1299 .59
E 2280 1
LOS FOR GIVEN CONDITIONS: C
~
-.
.
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sun.; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1608
ACTUAL FLOW RATE: 1711
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.94
57 / 43
10
7
57
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
un.; 10 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
5) CORRECTION FACTORS
2
2
5
50
.81
37 / 63
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
5 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1476
ACTUAL FLOW RATE: 1822
SERVICE
LOS FLOW RATE V/C
--------- -----
A 139 .07
5 369 .19
C 661 .34
D 1209 .59
E 2122 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sun.; 10 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................ 2
PERCENTAGE OF BUSES......................... 2
PERCENTAGE OF RECREATIONAL VEHICLES......... 5
DESIGN SPEED (MPH).......................... 50
PEAK HOUR FACTOR............................ .77
DIRECTIONAL DISTRIBUTION (UP/DOWN).......... 40/60
I..A.NE WIDTH (FT)............................. 10
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)... 7
PERCENT NO PASSING ZONES.................... 57
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
0 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 612
ACTUAL FLOW RATE: 795
SERVICE
LOS FLOW RATE V/C
--------- -----
A 141 .07
B 375 .19
C 672 .34
0 1228 .59
E 2156 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Main Street to East MarianI
Orient Park
2007 Capacity Analysis
{Build}
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, weekday; 10 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH eFT).............................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.89
59 / 41
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
0 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 900
ACTUAL FLOW RATE: 1011
SERVICE
LOS FLOW RATE V/C
--------- -----
A 142 .07
B 378 .19
C 676 .34
D 1236 .59
E 2170 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport): 5-6 PM, w
eekday: 10 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)........ . . . . . . . . . . . . . . . . . .
PEAl{ }{()lJ~ FA<:TOR........... . . . . . . . . . . . . . . . . .
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT)..............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1113
ACTUAL FLOW RATE: 1484
SERVICE
LOS FLOW RATE V/C
--------- -----
A 149 .07
B 397 .19
C 710 .34
D 1299 .59
E 2280 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.75
49 / 51
10
7
57
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
weekday; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.8
43 / 57
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 486
ACTUAL FLOW RATE: 608
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sat.: 10 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK liOUR FACTOIi............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I..ANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.91
56 / 44
10
7
57
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
0 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1647
ACTUAL FLOW RATE: 1810
SERVICE
LOS FLOW RATE V/C
--------- -----
A 145 .07
B 385 .19
C 689 .34
0 1260 .59
E 2211 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
at.; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.79
43 / 57
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1439
ACTUAL FLOW RATE: 1822
SERVICE
LOS FLOW RATE V/C
--------- -,----
A 144 .07
B 383 .19
C 685 .34
D 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sat.; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PE~l< lIOlJR ~~C:T()R.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I..ANE WIDTH (F'r)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.88
41 / 59
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 666
ACTUAL FLOW RATE: 757
SERVICE
LOS FLOW RATE V/C
--------- -----
A 142 .07
B 378 .19
C 676 .34
D 1236 .59
E 2170 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 11-12 NOO
N, Sun.; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl< H()U~ FACT()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.94
59 / 41
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1728
ACTUAL FLOW RATE: 1838
SERVICE
LOS FLOW RATE V/C
--------- -----
A 142 .07
B 378 .19
C 676 .34
D 1236 .59
E 2170 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 5-6 PM, S
un.; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl< flOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.81
38 / 62
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1574
ACTUAL FLOW RATE: 1943
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 371 .19
C 665 .34
D 1215 .59
E 2133 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Main st. (Greenport); 9-10 PM,
Sun.; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.77
33 / 67
10
7
57
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 :2 2.5 .84 .91 .89
C 2.2 :2 2.5 .84 .91 .89
0 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 706
ACTUAL FLOW RATE: 917
SERVICE
LOS FLOW RATE V/C
--------- -----
A 136 .07
B 361 .19
C 647 .34
0 1183 .59
E 2076 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
East Marion/Orient Park to
Narrow River Road
Existing Capacity Analysis
Disk #390. Cross Sound Ferry
File; Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, weekday;
Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.76
61 / 39
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 388
ACTUAL FLOW RATE: 511
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 373 .19
C 668 .34
D 1222 .59
E 2145 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, weekday; Exi
sting
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK }fOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.84
53 / 47
10
7
51
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
0 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 436
ACTUAL FLOW RATE: 519
SERVICE
LOS FLOW RATE V/C
--------- -----
A 148 .07
B 392 .19
C 702 .34
0 1283 .59
E 2252 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, weekday; Ex
isting
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR...................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH eFT)...........................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.61
44 / 56
10
7
51
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 189
ACTUAL FLOW RATE: 310
SERVICE
LOS FLOW RATE V/C
--------- -----
A 145 .07
B 385 .19
C 689 .34
D 1260 .59
E 2211 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sat.; Ex
isting
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH .(FT)..................... IO.......
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ---,-- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
0 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 721
ACTUAL FLOW RATE: 913
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 373 .19
C 668 .34
0 1222 .59
E 2145 1
LOS FOR GIVEN CONDITIONS: 0
2
2
5
50
.79
61 / 39
10
7
51
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sat.; Existi
ng
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~}\J{ 1i(){J~ ~}\c:~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
0 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 562
ACTUAL FLOW RATE: 669
SERVICE
LOS FLOW RATE V/C
--------- -----
A 144 .07
B 383 .19
C 685 .34
0 1252 .59
E 2197 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.84
43 / 57
10
7
51
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sat.; Exist
ing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.68
48 / 52
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 208
ACTUAL FLOW RATE: 306
SERVICE
LOS FLOW RATE V/C
--------- -----
A 148 .07
B 395 .19
C 706 .34
D 1291 .59
E 2266 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALYST. . . . . . . . . . .. .. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sun.; Ex
isting
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.87
64 / 36
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
0 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 736
ACTUAL FLOW RATE: 846
SERVICE
LOS FLOW RATE V/C
--------- -----
A 138 .07
B 367 .19
C 657 .34
0 1202 .59
E 2110 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sun.; Existi
ng
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl< IiOtJR Jr~C:T()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.7
39 / 61
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 768
ACTUAL FLOW RATE: 1097
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 373 .19
C 668 .34
D 1222 .59
E 2145 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sun.; Exist
ing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.7
34 / 66
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
D 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 261
ACTUAL FLOW RATE: 373
SERVICE
LOS FLOW RATE V/C
--------- -----
A 137 .07
B 363 .19
C 650 .34
D 1189 .59
E 2087 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
East Marion/Orient Park to
Narrow River Road
2002 Capacity Analysis
(No-Build)
Disk #390, Cross Sound Ferry
File; Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, weekday;
5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I..A.NE WIDTH (FT)........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.76
59 / 41
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 445
ACTUAL FLOW RATE: 586
SERVICE
LOS FLOW RATE V/C
--------- -----
A 142 .07
B 378 .19
C 676 .34
D 1236 .59
E 2170 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, weekday; 5 Y
ear, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.84
54 / 46
10
7
51
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 492
ACTUAL FLOW RATE: 586
SERVICE
LOS FLOW RATE V/C
--------- -----
A 147 .07
B 390 .19
C 697 .34
D 1275 .59
E 2239 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, weekday; 5
Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (NPH)..........................
PEJ\l{ H()tJ~ ~J\C:~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.61
46 / 54
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
0 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 211
ACTUAL FLOW RATE: 346
SERVICE
LOS FLOW RATE V/C
--------- -----
A 147 .07
B 390 .19
C 697 .34
D 1275 .59
E 2239 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sat.; 5
Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl< }lOUR ~ACT()R.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.79
60 / 40
10
7
51
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 823
ACTUAL FLOW RATE: 1042
SERVICE
LOS FLOW RATE V/C
--------- -----
A 141 .07
B 375 .19
C 672 .34
D 1228 .59
E 2156 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sat.; 5 Year
, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.84
44 / 56
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
0 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 641
ACTUAL FLOW RATE: 763
SERVICE
LOS FLOW RATE V/C
--------- -----
A 145 .07
B 385 .19
C 689 .34
0 1260 .59
E 2211 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sat.; 5 Yea
r, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~~l< li()lJFt lrJ\c;1r()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.68
49 / 51
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 -, 2.5 .84 .99 .89
..
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 231
ACTUAL FLOW RATE: 340
SERVICE
LOS FLOW RATE V/C
--------- -----
A 149 .07
B 397 .19
C 710 .34
D 1299 .59
E 2280 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
II
!
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEAISPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sun.; 5
Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.....................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.87
64 I 36
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
0 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 843
ACTUAL FLOW RATE: 969
SERVICE
LOS FLOW RATE VIC
--------- -----
A 138 .07
B 367 .19
C 657 .34
D 1202 .59
E 2110 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sun.; 5 Year
, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED {MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION {UP/DOWN)..........
lANE WIDTH eFT).........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.7
39 / 61
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 :2 2.5 .84 .94 .89
C 2.2 :2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME{vph): 872
ACTUAL FLOW RATE: 1246
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 373 .19
C 668 .34
D 1222 .59
E 2145 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sun.; 5 Yea
r, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ }fOUR ~ACT()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.7
35 / 65
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
D 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 295
ACTUAL FLOW RATE: 421
SERVICE
LOS FLOW RATE V/C
--------- -----
A 137 .07
B 365 .19
C 654 .34
D 1196 .59
E 2099 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
East Marion/Orient Park to
Narrow River Road
2002 Capacity Analysis
(Build)
Disk #390. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
'I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, weekday;
5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS............... .........
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.76
65 / 35
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 :2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
0 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 485
ACTUAL FLOW RATE: 638
SERVICE
LOS FLOW RATE V/C
--------- _._---
A 137 .07
B 365 .19
C 654 .34
0 1196 .59
E 2099 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALYSIS..".. 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, weekday; 5 Y
ear, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)....................................................
PEAK HOUR FACTOR.................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.84
54 / 46
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
0 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 538
ACTUAL FLOW RATE: 640
SERVICE
LOS FLOW RATE V/C
--------- -----
A 147 .07
B 390 .19
C 697 .34
0 1275 .59
E 2239 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*~.**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALYST. . . . . . . . . . . . .. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, weekday; 5
Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.61
33 / 67
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
D 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 254
ACTUAL FLOW RATE: 416
SERVICE
LOS FLOW RATE V/C
--------- -----
A 136 .07
B 361 .19
C 647 .34
D 1183 .59
E 2076 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*.~**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sat.; 5
Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.79
63 / 37
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 874
ACTUAL FLOW RATE: 1106
SERVICE
LOS FLOW RATE V/C
--------- .-----
A 139 .07
B 369 .19
C 661 .34
D 1209 .59
E 2122 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sat.; 5 Year
, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)....................................................
PEAl{ flOUR FACTOR......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
0 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 683
ACTUAL FLOW RATE: 813
SERVICE
LOS FLOW RATE V/C
--------- -----
A 145 .07
B 385 .19
C 689 .34
0 1260 .59
E 2211 1
LOS FOR GIVEN CONDITIONS: 0
2
2
5
50
.84
44 / 56
10
7
51
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sat.; 5 Yea
r, build
A) ADJUSTMENT FACTORS
------------------------------------------------------.-------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PE~ H()~ FAC~()~............................
2
2
5
50
.68
37 / 63
10
7
51
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I..ANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 271
ACTUAL FLOW RATE: 399
SERVICE
LOS FLOW RATE V/C
--------- -----
A
B
C
D
E
139
369
661
1209
2122
.07
.19
.34
.59
1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sun.; 5
Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRlJClC!;........................
PERCENTAGE OF BlJSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBlJTION (lJP/DOWN)..........
lANE WIDTH eFT).............................
lJSABLE SHOlJLDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.87
66 I 34
10
7
51
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
D 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESlJLTS
-------------------------------------------------------------
INPlJT VOLlJME(vph): 890
ACTlJAL FLOW RATE: 1023
SERVICE
LOS FLOW RATE V/C
--------- -----
A 137 .07
B 363 .19
C 650 .34
D 1189 .59
E 2087 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sun.; 5 Year
, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAle H()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.7
40 / 60
10
7
51
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 921
ACTUAL FLOW RATE: 1316
SERVICE
LOS FLOW RATE V/C
--------- -----
A 141 .07
B 375 .19
C 672 .34
D 1228 .59
E 2156 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sun.; 5 Yea
r, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
2
2
5
50
.7
28 / 72
10
7
51
l?~ Jf()~ ~~C:~()Il............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH. eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .88 .91
B 2.2 2 2.5 .84 .88 .89
C 2.2 2 2.5 .84 .88 .89
D 2 1.6 1.6 .84 .88 .94
E 2 1.6 1.6 .87 .88 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 336
ACTUAL FLOW RATE: 480
SERVICE
LOS FLOW RATE V/C
--------- -----
A 132 .07
B 351 .19
C 627 .34
D 1147 .59
E 2014 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
East Marion/Orient Park to
Narrow River Road
2007 Capacity Analysis
(No-Build)
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, weekday;
10 Year, nO-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.76
58 / 42
10
7
51
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 515
ACTUAL FLOW RATE: 678
SERVICE
LOS FLOW RATE V/C
--------- -----
A 143 .07
B 380 .19
C 680 .34
D 1244 .59
E 2184 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, weekday; 10
Year, nO-build
.A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEJllC 11()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
u.NE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.84
55 / 45
10
7
51
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
D 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 559
ACTUAL FLOW RATE: 665
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
D 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, weekday; 10
Year, nO-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.61
48 / 52
10
7
51
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 238
ACTUAL FLOW RATE: 390
SERVICE
LOS FLOW RATE V/C
--------- -----
A 148 .07
B 395 .19
C 706 .34
D 1291 .59
E 2266 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sat.; 10
Year, nO-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.79
59 / 41
10
7
51
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
0 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 941
ACTUAL FLOW RATE: 1191
SERVICE
LOS FLOW RATE V/C
--------- -----
A 142 .07
B 378 .19
C 676 .34
0 1236 .59
E 2170 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sat.; 10 Yea
r, nO-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
2
2
5
50
.84
45 / 55
10
7
51
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
D 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 720
ACTUAL FLOW RATE: 857
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
D 1267 .59
E 2225 1
LOs FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sat.; 10 Ye
ar, nO-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ H()~ FAC~()Il............................
2
2
5
50
.68
51 / 49
10
7
51
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IAN'E WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 258
ACTUAL FLOW RATE: 379
SERVICE
LOS FLOW RATE V/C
--------- -----
A 149 .07
B 397 .19
C 710 .34
D 1299 .59
E 2280 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sun.; 10
Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
2
2
5
50
.87
63 / 37
10
7
51
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
I..ANE WIDTH eFT).............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-----------------------------------~-------------------------
INPUT VOLUME(vph): 945
ACTUAL FLOW RATE: 1086
SERVICE
LOS FLOW RATE V/C
--------- -----
A 139 .07
B 369 .19
C 661 .34
D 1209 .59
E 2122 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sun.; 10 Yea
r, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
P~lC }f()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 994
ACTUAL FLOW RATE: 1420
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 373 .19
C 668 .34
D 1222 .59
E 2145 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.7
39 / 61
10
7
51
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sun.; 10 Ye
ar, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH CFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.7
36 / 64
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
D 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 335
ACTUAL FLOW RATE: 479
SERVICE
LOS FLOW RATE V/C
--------- -----
A 138 .07
B 367 .19
C 657 .34
D 1202 .59
E 2110 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
Route 25
East Marion/Orient Park to
Narrow River Road
2007 Capacity Analysis
(Build)
i
I
I
I
I
I
I
I
I
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, weekday;
10 Year, build
AJ ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................ 2
PERCENTAGE OF BUSES......................... 2
PERCENTAGE OF RECREATIONAL VEHICLES......... 5
DESIGN SPEED (MPH).......................... 50
PEAK HOUR FACTOR............................ .76
DIRECTIONAL DISTRIBUTION (UP/DOWN).......... 67/33
IANE WIDTH (FT)............................. 10
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)... 7
PERCENT NO PASSING ZONES.................... 51
B) CORRECTION FACTORS
-------------------------------------------------------------
I
I
I
I
I
I
I
I
I
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
D 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 606
ACTUAL FLOW RATE: 797
SERVICE
LOS FLOW RATE V/C
--------- -----
A 136 .07
B 361 .19
C 647 .34
D 1183 .59
E 2076 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*~,**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALYST. . . . . . . . . . .. .. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, weekday; 10
Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PE~K fI()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.84
53 / 47
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ---.-- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 657
ACTUAL FLOW RATE: 782
SERVICE
LOS FLOW RATE V/C
--------- -----
A 148 .07
B 392 .19
C 702 .34
D 1283 .59
E 2252 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
II
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, weekday; 10
Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK fI()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.61
31 I 69
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .9 .91
B 2.2 2 2.5 .84 .9 .89
C 2.2 2 2.5 .84 .9 .89
D 2 1.6 1.6 .84 .9 .94
E 2 1.6 1.6 .87 .9 .94
e) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 335
ACTUAL FLOW RATE: 549
SERVICE
LOS FLOW RATE Vie
--------- -----
A 134 .07
B 357 .19
e 640 .34
D 1169 .59
E 2053 1
LOS FOR GIVEN CONDITIONS: e
1985 HCM:TWO-LANE HIGHWAYS
*~,*************************.************************************
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sat.; 10
Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ J{()tJli ~AC~R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.79
62 / 38
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 1053
ACTUAL FLOW RATE: 1333
SERVICE
LOS FLOW RATE V/C
--------- -----
A 140 .07
B 371 .19
C 665 .34
D 1215 .59
E 2133 1
LOS FOR GIVEN CONDITIONS: E
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sat.; 10 Yea
r, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.84
45 / 55
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
D 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 825
ACTUAL FLOW RATE: 982
SERVICE
LOS FLOW RATE V/C
--------- -----
A 146 .07
B 387 .19
C 693 .34
D 1267 .59
E 2225 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sat.; 10 Ye
ar, build
A} ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEJllC fI()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.68
35 / 65
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
D 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 348
ACTUAL FLOW RATE: 512
SERVICE
LOS FLOW RATE V/C
--------- -----
A 137 .07
B 365 .19
C 654 .34
D 1196 .59
E 2099 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 11-12 NOON, Sun.; 10
Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS................................................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)....................................................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
0 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 1077
ACTUAL FLOW RATE: 1238
SERVICE
LOS FLOW RATE V/C
--------- -----
A 137 .07
B 363 .19
C 650 .34
0 1189 .59
E 2087 1
LOS FOR GIVEN CONDITIONS: E
2
2
5
50
.87
66 / 34
10
7
51
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*~~**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 5-6 PM, Sun.; 10 Yea
r, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAle H()~ ~A~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.7
40 / 60
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 1092
ACTUAL FLOW RATE: 1560
SERVICE
LOS FLOW RATE V/C
--------- -----
A 141 .07
B 375 .19
C 672 .34
D 1228 .59
E 2156 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... West of Tabor Rd.; 9-10 PM, Sun.; 10 Ye
ar, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.7
26 / 74
10
7
51
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .87 .91
B 2.2 2 2.5 .84 .87 .89
C 2.2 2 2.5 .84 .87 .89
D 2 1.6 1.6 .84 .87 .94
E 2 1.6 1.6 .87 .87 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 429
ACTUAL FLOW RATE: 613
SERVICE
LOS FLOW RATE V/C
--------- -----
A 130 .07
B 346 .19
C 619 .34
D 1132 .59
E 1986 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Narrow River Road to
Eastern Terminus
Existing Capacity Analysis
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, w
eekday; Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~l{ }f()~ ~~~~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.71
59 / 41
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 336
ACTUAL FLOW RATE: 473
SERVICE
LOS FLOW RATE V/C
--------- -----
A 102 .05
B 338 .17
C 656 .33
D 1215 .58
E 2170 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Ii.
1985 HCM:TWO-LANE HIGHWAYS
**,**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.: 5-6 PM, weekd
ay, Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEJlK }I()~ FAC~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.77
49 / 51
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 301
ACTUAL FLOW RATE: 391
SERVICE
LOS FLOW RATE V/C
--------- -----
A 107 .05
B 355 .17
C 689 .33
D 1277 .58
E 2280 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, week
day; Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
J?~~J{ FI()~ ~1\~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.5
31 / 69
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .9 .91
B 2.2 2 2.5 .84 .9 .89
C 2.2 2 2.5 .84 .9 .89
D 2 1.6 1.6 .84 .9 .94
E 2 1.6 1.6 .87 .9 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 134
ACTUAL FLOW RATE: 268
SERVICE
LOS FLOW RATE V/C
--------- -----
A 96 .05
B 320 .17
C 621 .33
D 1150 .58
E 2053 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
at.; Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
J?E~J{ fI()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.83
56 / 44
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 444
ACTUAL FLOW RATE: 535
SERVICE
LOS FLOW RATE V/C
--------- -----
A 103 .05
B 344 .17
C 669 .33
0 1238 .58
E 2211 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sat.;
Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ }f()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.81
41 / 59
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 407
ACTUAL FLOW RATE: 502
SERVICE
LOS FLOW RATE V/C
--------- .-----
A 102 .05
B 338 .17
C 656 .33
D 1215 .58
E 2170 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sat.
; Existing
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.53
39 / 61
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
0 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 164
ACTUAL FLOW RATE: 309
SERVICE
LOS FLOW RATE V/C
--------- -----
A 100 .05
B 334 .17
C 649 .33
0 1201 .58
E 2145 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
un.; Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAle HOtJli ~AC~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.81
67 / 33
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
D 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 559
ACTUAL FLOW RATE: 690
SERVICE
LOS FLOW RATE V/C
--------- -----
A 97 .05
B 323 .17
C 628 .33
D 1162 .58
E 2076 1
LOS FOR GIVEN CONDITIONS: D
.
.
.
-.
.
.
.
.
.
.
.
.
.
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
*****************************************************.**********
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sun;
Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
P~K If()~ FA<=~()It............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.75
36 / 64
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
D 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 640
ACTUAL FLOW RATE: 853
SERVICE
LOS FLOW RATE V/C
--------- -----
A 99 .05
B 329 .17
C 638 .33
D 1182 .58
E 2110 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sun.
; Existing
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)...................................................
PE~lC fI()~ Jr~<=~()li.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .87 .91
B 2.2 2 2.5 .84 .87 .89
C 2.2 2 2.5 .84 .87 .89
D 2 1.6 1.6 .84 .87 .94
E 2 1.6 1.6 .87 .87 .94
C) LEVEL OF SERVICE RESULTS
2
2
5
50
.53
26 / 74
10
7
78
-------------------------------------------------------------
INPUT VOLUME(vph): 219
ACTUAL FLOW RATE: 413
SERVICE
LOS FLOW RATE V/C
--------- -----
A 93 .05
B 309 .17
C 601 .33
D 1112 .58
E 1986 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Narrow River Road to
Eastern Terminus
2002 Capacity Analysis
(No-Build)
Disk #390, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.: 11-12 NOON, w
eekday: 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH}..........................
PE~!C H()~ Jr~~()ll............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 386
ACTUAL FLOW RATE: 544
SERVICE
LOS FLOW RATE V/C
--------- -----
A 102 .05
B 340 .17
C 660 .33
D 1223 .58
E 2184 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.71
58 / 42
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, weekd
ay; 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
0 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 336
ACTUAL FLOW RATE: 436
SERVICE
LOS FLOW RATE V/C
--------- .-----
A 103 .05
B 342 .17
C 664 .33
0 1231 .58
E 2197 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.77
57 / 43
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, week
day; 5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.5
32 / 68
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .9 .91
B 2.2 2 2.5 .84 .9 .89
C 2.2 2 2.5 .84 .9 .89
D 2 1.6 1.6 .84 .9 .94
E 2 1.6 1.6 .87 .9 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 148
ACTUAL FLOW RATE: 296
SERVICE
LOS FLOW RATE V/C
--------- -----
A 97 .05
B 322 .17
C 624 .33
D 1156 .58
E 2064 1
LOS FOR GIVEN CONDITIONS: B
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
at.; 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~Jll< 1iC>t1li JrJl~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .97 .91
B 2.2 2 2.5 .84 .97 .89
C 2.2 2 2.5 .84 .97 .89
D 2 1.6 1.6 .84 .97 .94
E 2 1.6 1.6 .87 .97 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 502
ACTUAL FLOW RATE: 605
SERVICE
LOS FLOW RATE V/C
--------- -----
A 104 .05
B 347 .17
C 673 .33
D 1246 .58
E 2225 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.83
55 / 45
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************.***********
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sat.;
5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES..................................................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ If()~ FAC~()R.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 461
ACTUAL FLOW RATE: 569
SERVICE
LOS FLOW RATE V/C
--------- -----
A 102 .05
B 340 .17
C 660 .33
D 1223 .58
E 2184 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.81
42 / 58
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sat.
; 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPS)..........................
PEAl( I{()~ FA~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 181
ACTUAL FLOW RATE: 342
SERVICE
LOS FLOW RATE V/C
--------- -----
A 100 .05
B 332 .17
C 645 .33
D 1195 .58
E 2133 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.53
38 / 62
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
un.; 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
I.aA.NE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
D 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 637
ACTUAL FLOW RATE: 786
SERVICE
LOS FLOW RATE V/C
--------- -----
A 98 .05
B 325 .17
C 631 .33
D 1169 .58
E 2087 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.81
66 / 34
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sun.;
5 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK Ii()~ FAC~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.75
36 / 64
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
0 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 723
ACTUAL FLOW RATE: 964
SERVICE
LOS FLOW RATE v/e
--------- -----
A 99 .05
B 329 .17
C 638 .33
0 1182 .58
E 2110 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sun.
; 5 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH eFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .87 .91
B 2.2 2 2.5 .84 .87 .89
C 2.2 2 2.5 .84 .87 .89
D 2 1.6 1.6 .84 .87 .94
E 2 1.6 1.6 .87 .87 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 247
ACTUAL FLOW RATE: 466
SERVICE
LOS FLOW RATE V/C
--------- -----
A 93 .05
B 309 .17
C 601 .33
D 1112 .58
E 1986 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.53
26 / 74
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Narrow River Road to
Eastern Terminus
2002 Capacity Analysis
(Build)
Disk #390. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, w
eekday; 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
P~JC H()~ FAC~()R............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IA.NE WIDTH CFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.71
65 / 35
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
D 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 426
ACTUAL FLOW RATE: 600
SERVICE
LOS FLOW RATE V/C
--------- -----
A 98 .05
B 327 .17
C 635 .33
D 1175 .58
E 2099 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd., 5-6 PM, weekd
ay, 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IAN'E WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.77
57 / 43
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 382
ACTUAL FLOW RATE: 496
SERVICE
LOS FLOW RATE V/C
--------- -----
A 103 .05
B 342 .17
C 664 .33
D 1231 .58
E 2197 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, week
day; 5 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.5
21 / 79
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .84 .91
B 2.2 2 2.5 .84 .84 .89
C 2.2 2 2.5 .84 .84 .89
D 2 1.6 1.6 .84 .84 .94
E 2 1.6 1.6 .87 .84 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 191
ACTUAL FLOW RATE: 382
SERVICE
LOS FLOW RATE VIC
--------- -----
A 90 .05
B 299 .17
C 580 .33
0 1074 .58
E 1918 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
at.; 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~~l{ I{()~ ~~c=~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.83
61 / 39
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----.- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 553
ACTUAL FLOW RATE: 666
SERVICE
LOS FLOW RATE V/C
--------- -----
A 100 .05
B 334 .17
C 649 .33
D 1201 .58
E 2145 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sat.;
5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.81
42 / 58
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 503
ACTUAL FLOW RATE: 621
SERVICE
LOS FLOW RATE V/C
--------- -----
A 102 .05
B 340 .17
C 660 .33
D 1223 .58
E 2184 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
***************************************************************.
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.: 9-10 PM, Sat.
: 5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES..................................................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAle Ii()~ ~AC~()~.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.53
27 / 73
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .87 .91
B 2.2 2 2.5 .84 .87 .89
C 2.2 2 2.5 .84 .87 .89
D 2 1.6 1.6 .84 .87 .94
E 2 1.6 1.6 .87 .87 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 227
ACTUAL FLOW RATE: 428
SERVICE
LOS FLOW RATE V/C
--------- -----
A 94 .05
B 312 .17
C 605 .33
D 1120 .58
E 2000 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
il
II
1985 HCM:TWO-LANE HIGHWAYS
*.'**************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
un.; 5 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEJlIC H()tJ~ ~J\~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .9 .91
B 2.2 2 2.5 .84 .9 .89
C 2.2 2 2.5 .84 .9 .89
D 2 1.6 1.6 .84 .9 .94
E 2 1.6 1.6 .87 .9 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 685
ACTUAL FLOW RATE: 846
SERVICE
LOS FLOW RATE V/C
--------- -----
A 96 .05
B 320 .17
C 621 .33
D 1150 .58
E 2053 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.81
69 / 31
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
**~t*************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sun.;
5 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.75
37 / 63
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 :2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 772
ACTUAL FLOW RATE: 1029
SERVICE
LOS FLOW RATE V/C
--------- -----
A 99 .05
B 331 .17
C 642 .33
D 1188 .58
E 2122 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
**.~*************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sun.
; 5 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl< fI()~ ~A~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.53
20 / 80
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .83 .91
B 2.2 2 2.5 .84 .83 .89
C 2.2 2 2.5 .84 .83 .89
D 2 1.6 1.6 .84 .83 .94
E 2 1.6 1.6 .87 .83 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 288
ACTUAL FLOW RATE: 543
SERVICE
LOS FLOW RATE v/e
--------- -----
A 89 .05
B 297 .17
C 576 .33
D 1066 .58
E 1904 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Narrow River Road to
Eastern Terminus
2007 Capacity Analysis
(No-Build)
Disk #3!W. Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, w
eekday, 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl< HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.71
57 / 43
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 445
ACTUAL FLOW RATE: 627
SERVICE
LOS FLOW RATE V/C
--------- -----
A 103 .05
B 342 .17
C 664 .33
D 1231 .58
E 2197 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, weekd
ay; 10 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAl{ HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.77
48 / 52
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .99 .91
B 2.2 2 2.5 .84 .99 .89
C 2.2 2 2.5 .84 .99 .89
D 2 1.6 1.6 .84 .99 .94
E 2 1.6 1.6 .87 .99 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 377
ACTUAL FLOW RATE: 490
SERVICE
LOS FLOW RATE V/C
--------- -----
A 106 .05
B 353 .17
C 685 .33
D 1269 .58
E 2266 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, week
day; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH CFT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
0 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 163
ACTUAL FLOW RATE: 326
SERVICE
LOS FLOW RATE V/C
--------- -----
A 98 .05
B 327 .17
C 635 .33
0 1175 .58
E 2099 1
LOS FOR GIVEN CONDITIONS: B
2
2
5
50
.5
35 / 65
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
II
I
.....
1985 HCM:TWO-LANE HIGHWAYS
**~t*************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEAISPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
at,; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 569
ACTUAL FLOW RATE: 686
SERVICE
LOS FLOW RATE VIC
--------- -----
A 105 .05
B 351 .17
C 681 .33
D 1261 .58
E 2252 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.83
53 I 47
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sat.;
10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~J\l{ 1i()t1it ~~C=~()il............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 523
ACTUAL FLOW RATE: 646
SERVICE
LOS FLOW RATE V/C
--------- -----
A 103 .05
B 342 .17
C 664 .33
D 1231 .58
E 2197 1
LOS FOR GIVEN CONDITIONS: C
2
2
5
50
.81
43 / 57
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sat.
; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~~J{ Ii()~ ~~c:~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.53
40 / 60
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .94 .91
B 2.2 2 2.5 .84 .94 .89
C 2.2 2 2.5 .84 .94 .89
D 2 1.6 1.6 .84 .94 .94
E 2 1.6 1.6 .87 .94 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 201
ACTUAL FLOW RATE: 379
SERVICE
LOS FLOW RATE V/C
--------- -----
A 101 .05
B 336 .17
C 652 .33
D 1207 .58
E 2156 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
un.; 10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .92 .91
B 2.2 2 2.5 .84 .92 .89
C 2.2 2 2.5 .84 .92 .89
D 2 1.6 1.6 .84 .92 .94
E 2 1.6 1.6 .87 .92 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME(vph): 732
ACTUAL FLOW RATE: 904
SERVICE
LOS FLOW RATE V/C
--------- -----
A 98 .05
B 327 .17
C 635 .33
D 1175 .58
E 2099 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.81
65 / 35
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sun.;
10 Year, no-build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
l?~~lC FI()~ ~~c:~()~............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.75
37 I 63
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
D 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 821
ACTUAL FLOW RATE: 1095
SERVICE
LOS FLOW RATE VIC
--------- -----
A 100 .05
B 332 .17
C 645 .33
D 1195 .58
E 2133 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sun.
; 10 Year, no-build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.53
27 / 73
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .87 .91
B 2.2 2 2.5 .84 .87 .89
C 2.2 2 2.5 .84 .87 .89
0 2 1.6 1.6 .84 .87 .94
E 2 1.6 1.6 .87 .87 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 279
ACTUAL FLOW RATE: 526
SERVICE
LOS FLOW RATE V/C
--------- -----
A 94 .05
B 312 .17
C 605 .33
0 1120 .58
E 2000 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Narrow River Road to
Eastern Terminus
2007 Capacity Analysis
(Build)
Disk #390. Cross Sound Ferry
File: Dividers
I,
I
,
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
,
1985 HCM:TWO-LANE HIGHWAYS
**~,*************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, w
eekday; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.71
67 / 33
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .91 .91
B 2.2 2 2.5 .84 .91 .89
C 2.2 2 2.5 .84 .91 .89
D 2 1.6 1.6 .84 .91 .94
E 2 1.6 1.6 .87 .91 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 536
ACTUAL FLOW RATE: 755
SERVICE
LOS FLOW RATE V/C
--------- -----
A 97 .05
B 323 .17
C 628 .33
D 1162 .58
E 2076 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, weekd
ay; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .98 .91
B 2.2 2 2.5 .84 .98 .89
C 2.2 2 2.5 .84 .98 .89
D 2 1.6 1.6 .84 .98 .94
E 2 1.6 1.6 .87 .98 .94
C) LEVEL OF SERVICE RESULTS
2
2
5
50
.77
46 / 54
10
7
78
-------------------------------------------------------------
INPUT VOLUME (vph) : 475
ACTUAL FLOW RATE: 617
SERVICE
LOS FLOW RATE V/C
--------- -----
A 105 .05
B 349 .17
C 677 .33
D 1254 .58
E 2239 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
**.t*************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Road.; 9-10 PM, we
ekday; 10 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .83 .91
B 2.2 2 2.5 .84 .83 .89
C 2.2 2 2.5 .84 .83 .89
D 2 1.6 1.6 .84 .83 .94
E 2 1.6 1.6 .87 .83 .94
C) LEVEL OF SERVICE RESULTS
2
2
5
50
.5
20 / 80
10
7
78
-------------------------------------------------------------
INPUT VOLUME(vph): 260
ACTUAL FLOW RATE: 520
SERVICE
LOS FLOW RATE V/C
--------- -----
A 89 .05
B 297 .17
C 576 .33
D 1066 .58
E 1904 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
at.; 10 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .95 .91
B 2.2 2 2.5 .84 .95 .89
C 2.2 2 2.5 .84 .95 .89
D 2 1.6 1.6 .84 .95 .94
E 2 1.6 1.6 .87 .95 .94
C) LEVEL OF SERVICE RESULTS
INPUT VOLUME (vph) : 681
ACTUAL FLOW RATE: 820
SERVICE
LOS FLOW RATE V/C
--------- -----
A 102 .05
B 338 .17
C 656 .33
D 1215 .58
E 2170 1
LOS FOR GIVEN CONDITIONS: D
2
2
5
50
.83
59 / 41
10
7
78
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
II
1985 HCM:TWO-LANE HIGHWAYS
**.t*************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sat.;
10 Year, build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .96 .91
B 2.2 2 2.5 .84 .96 .89
C 2.2 2 2.5 .84 .96 .89
D 2 1.6 1.6 .84 .96 .94
E 2 1.6 1.6 .87 .96 .94
C) LEVEL OF SERVICE RESULTS
2
2
5
50
.81
43 / 57
10
7
78
-------------------------------------------------------------
INPUT VOLUME (vph) : 617
ACTUAL FLOW RATE: 762
SERVICE
LOS FLOW RATE V/C
--------- -----
A 103 .05
B 342 .17
C 664 .33
D 1231 .58
E 2197 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sat.
; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
B) CORRECTION FACTORS
2
2
5
50
.53
26 / 74
10
7
78
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .87 .91
B 2.2 2 2.5 .84 .87 .89
C 2.2 2 2.5 .84 .87 .89
D 2 1.6 1.6 .84 .87 .94
E 2 1.6 1.6 .87 .87 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 297
ACTUAL FLOW RATE: 560
SERVICE
LOS FLOW RATE V/C
--------- -----
A 93 .05
B 309 .17
C 601 .33
D 1112 .58
E 1986 1
LOS FOR GIVEN CONDITIONS: C
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
**~t*************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 11-12 NOON, S
un.; 10 Year, Build
A) ADJUSTMENT FACTORS
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
IANE WIDTH eFT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.81
69 / 31
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .9 .91
B 2.2 2 2.5 .84 .9 .89
C 2.2 2 2.5 .84 .9 .89
0 2 1.6 1.6 .84 .9 .94
E 2 1.6 1.6 .87 .9 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 840
ACTUAL FLOW RATE: 1037
SERVICE
LOS FLOW RATE V/C
--------- -----
A 96 .05
B 320 .17
C 621 .33
0 1150 .58
E 2053 1
LOS FOR GIVEN CONDITIONS: 0
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 9-10 PM, Sun.
; 10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR............................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
LANE WIDTH (FT).............................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.53
19 / 81
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .82 .91
B 2.2 2 2.5 .84 .82 .89
C 2.2 2 2.5 .84 .82 .89
D 2 1.6 1.6 .84 .82 .94
E 2 1.6 1.6 .87 .82 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME (vph) : 373
ACTUAL FLOW RATE: 704
SERVICE
LOS FLOW RATE V/C
--------- -----
A 88 .05
B 294 .17
C 570 .33
D 1056 .58
E 1885 1
LOS FOR GIVEN CONDITIONS: D
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1985 HCM:TWO-LANE HIGHWAYS
****************************************************************
FACILITY LOCATION.... NYS Route 25
ANALyST.............. DEA/SPL
TIME OF ANALySIS.....
DATE OF ANALySIS..... 10-03-1997
OTHER INFORMATION.... East of Narrow River Rd.; 5-6 PM, Sun.;
10 Year, build
A) ADJUSTMENT FACTORS
-------------------------------------------------------------
PERCENTAGE OF TRUCKS........................
PERCENTAGE OF BUSES.........................
PERCENTAGE OF RECREATIONAL VEHICLES.........
DESIGN SPEED (MPH)..........................
PEAK HOUR FACTOR.......................................................
DIRECTIONAL DISTRIBUTION (UP/DOWN)..........
lANE WIDTH (FT)..........................................................
USABLE SHOULDER WIDTH (AVG. WIDTH IN FT.)...
PERCENT NO PASSING ZONES....................
2
2
5
50
.75
38 / 62
10
7
78
B) CORRECTION FACTORS
-------------------------------------------------------------
LEVEL TERRAIN
E E E f f f
LOS T B R w d HV
----- ----- ----- ----- ----- -----
A 2 1.8 2.2 .84 .93 .91
B 2.2 2 2.5 .84 .93 .89
C 2.2 2 2.5 .84 .93 .89
0 2 1.6 1.6 .84 .93 .94
E 2 1.6 1.6 .87 .93 .94
C) LEVEL OF SERVICE RESULTS
-------------------------------------------------------------
INPUT VOLUME(vph): 919
ACTUAL FLOW RATE: 1225
SERVICE
LOS FLOW RATE V/C
--------- -----
A 100 .05
B 332 .17
C 645 .33
0 1195 .58
E 2133 1
LOS FOR GIVEN CONDITIONS: E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Route 25
Non-Motorized Count Summary
Disk #380, Cross Sound Ferry
File: Dividers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Long Island Transportation Plan
Non-Motorized Count Summary
Route 25, Southold
Saturday August 2, 1997
Weather: sunny,warm
Eastbound
Time Peds Bikes Skaters
10:00 AM 1 2 0
10:15AM 1 2 0
10:30 AM 4 4 0
10:45 AM 1 2 0
HR Total 7 10 0
11:00AM 5 3 1
11:15AM 4 9 0
11:30AM 6 11 0
11:45AM 8 6 0
HR Total 23 29 1
12:00 PM 6 5 0
12:15PM 2 2 0
12:30 PM 3 11 0
12:45 PM 1 2 0
HR Total 12 20 0
1:00PM 1 3 0
1:15PM 2 5 2
1:30 PM 0 1 0
1:45PM 3 2 0
HR Total 6 11 2
2:00 PM 0 1 0
2:15PM 1 3 0
2:30 PM 2 0 0
2:45 PM 2 4 0
HR Total 5 8 0
3:00 PM 1 5 0
3:15PM 0 3 2
3:30 PM 2 1 0
3:45 PM 1 2 0
HR Total 4 11 2
Dav Total 57 89 5
Westbound
Time Peds Bikes Skaters
10:00 AM 4 1 0
10:15AM 2 4 1
10:30 AM 2 6 0
10:45 AM 2 1 1
HR Total 10 12 2
11:00AM 2 2 0
11:15AM 3 1 1
11:30AM 7 1 0
11:45AM 7 11 0
HR Total 19 15 1
12:00 PM 3 5 0
12:15PM 5 3 0
12:30 PM 7 2 0
12:45 PM 11 1 0
HR Total 26 11 0
1:00PM 2 7 2
1:15PM 5 5 0
1:30 PM 0 0 1
1:45PM 3 1 0
HR Total 10 13 3
2:00 PM 1 2 0
2:15PM 3 1 0
2:30 PM 2 5 0
2:45 PM 1 3 0
HR Total 7 11 0
3:00 PM 5 2 0
3:15PM 1 6 1
3:30 PM 7 1 0
3:45 PM 3 5 0
HR Total 16 14 1
Dav Total 88 76 7
Page 1 of4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Long Island Transportation Plan
Non-Motorized Count Summary
Route 25, Southold
Saturday August 9,1997
Weather: sunny,warm
Eastbound
Time Peds Bikes Skaters
10:00 AM 1 2 0
10:15AM 2 0 0
10:30 AM 4 2 0
10:45 AM 1 0 0
HR Total 8 4 0
11:00AM 1 0 0
11:15AM 2 2 0
11:30AM 0 4 0
11:45AM 0 1 0
HR Total 3 7 0
12:00 PM 5 1 0
12:15PM 3 2 0
12:30 PM 4 5 0
12:45 PM 6 0 0
HR Total 18 8 0
1:00 PM 4 1 0
1:15PM 0 3 1
1:30PM 1 2 0
1:45PM 2 0 0
HR Total 7 6 1
2:00 PM 2 1 0
2:15PM 1 4 0
2:30 PM 0 3 2
2:45 PM 0 0 0
HR Total 3 8 2
3:00 PM 0 4 0
3:15 PM 1 0 1
3:30 PM 2 1 0
3:45 PM 1 2 0
HR Total 4 7 1
Dav Total 43 40 4
Westbound
Time Peds Bikes Skaters
10:00 AM 2 4 0
10:15AM 1 0 2
10:30 AM 3 1 1
10:45 AM 1 2 0
HR Total 7 7 3
11:00AM 5 4 0
11:15AM 3 5 0
11:30AM 1 1 0
11:45AM 2 3 0
HR Total 11 13 0
12:00 PM 1 0 1
12:15 PM 5 2 0
12:30 PM 3 1 0
12:45 PM 0 2 0
HR Total 9 5 1
1:00PM 3 4 0
1:15PM 2 5 0
1:30PM 5 0 0
1:45PM 0 2 0
HR Total 10 11 0
2:00 PM 0 0 1
2:15PM 2 3 0
2:30 PM 1 1 0
2:45 PM 2 2 0
HR Total 5 6 1
3:00 PM 3 0 0
3:15PM 4 1 0
3:30 PM 1 2 0
3:45 PM 2 3 0
HR Total 10 6 0
Dav Total 52 48 5
Page 2 of4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Long Island Transportation Plan
Non-Motorized Count Summary
Route 25, Southold
Saturday,August 16,1997
Weather: sunny,hot
Eastbound
Westbound
Time Peds Bikes Skaters
10:00 AM 5 3 1
10:15AM 3 2 0
10:30 AM 1 4 4
10:45 AM 2 3 0
HR Total 11 12 5
11:00AM 4 7 2
11:15AM 3 3 1
11:30AM 5 2 0
11:45AM 1 5 0
HR Total 13 17 3
12:00 PM 3 1 0
12:15PM 5 6 1
12:30 PM 0 3 0
12:45 PM 2 2 2
HR Total 10 12 3
1:00PM 5 4 0
1:15PM 3 3 1
1:30PM 3 0 0
1:45 PM 0 3 0
HR Total 11 10 1
2:00 PM 6 3 0
2:15PM 2 5 1
2:30 PM 1 2 2
2:45 PM 2 1 0
HR Total 11 11 3
3:00 PM 3 6 0
3:15PM 1 7 2
3:30 PM 2 3 3
3:45 PM 4 0 0
HR Total 10 16 5
Dav Total 66 78 20
Time Peds Bikes Skaters
10:00 AM 4 0 0
10:15AM 5 3 2
10:30 AM 1 4 1
10:45 AM 3 1 0
HR Total 13 8 3
11:00AM 6 3 0
11:15AM 5 2 1
11:30AM 3 5 3
11:45AM 1 3 0
HR Total 15 13 4
12:00 PM 5 6 1
12:15PM 6 9 2
12:30 PM 3 1 0
12:45 PM 1 2 0
HR Total 15 18 3
1:00PM 2 7 0
1:15 PM 5 2 0
1:30PM 3 1 0
1:45 PM 4 3 0
HR Total 14 13 0
2:00 PM 0 6 1
2:15PM 2 0 1
2:30 PM 3 1 0
2:45 PM 1 3 0
HR Total 6 10 2
3:00 PM 4 5 0
3:15PM 1 3 1
3:30 PM 2 1 0
3:45 PM 0 0 0
HR Total 7 9 1
Dav Total 70 71 13
Page 3 of 4
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Long Island Transportation Plan
Non-Motorized Count Summary
Route 25, Southold
Saturday August 23,1997
Weather: sunny,warm
Eastbound
Time Peds Bikes Skaters
10:00 AM 1 4 0
10:15 AM 0 3 0
10:30 AM 3 0 0
10:45 AM 1 2 0
HR Total 5 9 0
11:00AM 0 1 1
11:15AM 4 5 0
11:30AM 3 9 0
11:45AM 1 6 2
HR Total 8 21 3
12:00 PM 2 7 0
12:15PM 5 3 1
12:30 PM 6 4 2
12:45 PM 1 1 1
HR Total 14 15 4
1:00PM 3 2 1
1:15PM 7 0 0
1:30PM 1 8 2
1:45PM 4 9 0
HR Total 15 19 3
2:00 PM 2 0 0
2:15PM 5 2 0
2:30 PM 0 3 0
2:45 PM 1 5 0
HR Total 8 10 0
3:00 PM 4 9 0
3:15PM 6 3 1
3:30 PM 1 2 0
3:45 PM 5 1 1
HR Total 16 15 2
DavTotal 66 89 12
Westbound
Time Peds Bikes Skaters
10:00 AM 4 12 1
10:15 AM 3 3 0
10:30 AM 0 9 0
10:45 AM 1 1 2
HR Total 8 25 3
11:00AM 5 0 1
11:15AM 1 6 1
11:30AM 6 3 0
11:45AM 9 5 0
HR Total 21 14 2
12:00 PM 1 1 3
12:15 PM 2 3 4
12:30 PM 4 7 1
12:45 PM 0 6 0
HR Total 7 17 8
1 :00 PM 9 1 0
1:15PM 1 2 2
1:30PM 6 2 1
1 :45 PM 3 6 0
HR Total 19 11 3
2:00 PM 2 2 1
2:15PM 1 3 3
2:30 PM 1 7 0
2:45 PM 4 1 0
HR Total 8 13 4
3:00 PM 1 5 0
3:15PM 2 3 0
3:30 PM 4 1 2
3:45 PM 0 0 0
HR Total 7 9 2
Day Total 70 89 22
Page 4 of 4