Appendix A
Delay and Level of Service (LOS) Tables - Existing 2014
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
1
Intersection
Name
Kempton St
Brownell Ave/
Route 140
Link Name
Movement
Volume
Kempton St
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
WBT
WBR
SBL
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
WBL
WBT
WBR
NBL
NBT
SBT
SBR
324
257
52
70
308
850
28
327
30
468
397
385
79
676
1150
38
65
78
141
224
364
10
107
7
578
331
35
26
319
18
11
129
25
57
422
352
90
Brownell Ave
SR140
2
Kempton St &
Cornell St
Kempton St
Cornell St
3
Kempton St &
Rockdale Ave
Kempton St
Rockdale
Ave
4
Mill St &
Rockdale Ave
Mill St
Rockdale
Ave
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
69.8
E
B
1.06
0.42
97.4
39.2
F
D
0.24
0.57
0.70
29.2
45.5
2.8
C
D
A
15.5
1.26
183.1
F
183.1
F
9.92dl 374.1
F
248.2
F
0.31
0.37
0.29
0.65
0.5
7.1
3.1
10.4
A
A
A
B
3.5
A
10.4
B
0.67
49.5
D
49.5
D
0.75
0.64
0.30
53.6
42.7
6.7
D
D
A
26.4
C
0.40
38.1
D
38.1
D
0.83
0.38
28.9
8.8
C
A
20.9
C
1.31
217.4
F
217.4
F
0.81
59.6
E
59.6
E
0.14
0.42
0.41
0.08
4.0
5.3
12.6
9.2
A
A
B
A
5.1
A
11.9
B
Int.
Delay
Int.
LOS
126.4
F
11.0
B
53.8
D
16.8
B
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
5
Intersection
Name
Mill St &
Cottage St
Link Name
Mill St
Cottage St
6
Kempton St &
Cottage St
Kempton St
Cottage St
7
Mill St &
County St
Mill St
County St
8
Kempton St &
County St
Kempton St
County St
9
Kempton St/
Mill St &
Purchase St
Kempton St
Mill St
Purchase St
Movement
Volume
WBL
WBT
WBR
NBL
NBT
SBT
SBR
EBL
EBT
EBR
NBT
NBR
SBL
SBT
WBL
WBT
WBR
NBL
NBT
SBT
SBR
EBL
EBT
EBR
NBT
NBR
SBL
SBT
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
24
150
13
43
93
144
4
7
336
40
129
100
59
109
68
101
27
42
251
375
35
30
179
123
263
166
62
381
187
95
0
354
120
104
75
209
62
44
307
35
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.75
38.0
D
38.0
D
0.21
11.7
B
11.7
B
0.19
6.2
A
6.2
A
0.02
0.73
0.04
0.44
12.2
21.5
12.3
19.1
B
C
B
B
20.5
C
19.1
B
0.52
25.3
C
25.3
C
0.80
44.1
D
44.1
D
0.14
0.26
0.57
9.8
9.3
17.6
A
A
B
9.4
A
17.6
B
0.25
0.67
34.4
40.0
C
D
39.5
D
0.41
5.7
A
5.7
A
0.48
13.7
B
13.7
B
0.83
0.41
0.92
0.95
0.43
0.29
0.39
0.05
88.9
62.0
96.0
102.1
60.0
55.7
56.3
51.2
F
E
F
F
E
E
E
D
78.4
E
92.6
F
55.2
E
0.73
66.1
E
66.1
E
Int.
Delay
Int.
LOS
19.4
B
21.3
C
21.3
C
18.7
B
75.3
E
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
Intersection
Name
10 Huttleston Ave
& Middle St
Link Name
Movement
Volume
Huttleston
Ave
EBT
EBR
WBL
WBT
NBL
NBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
295
88
21
365
98
20
45
252
18
18
278
67
49
53
12
72
55
59
3
311
34
5
294
12
36
7
10
12
3
5
Middle St
11 Huttleston Ave
& Main St
Huttleston
Ave
Main St
12 Huttleston Ave
& Green St
Huttleston
Ave
Green St
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.26
6.3
A
6.3
A
0.37
7.3
A
7.3
A
0.37
27.2
C
27.2
C
0.48
0.29
25.1
10.8
C
B
13.1
B
0.28
0.47
27.7
24.0
C
C
24.2
C
0.63
32.5
C
32.5
C
0.77
39.5
D
39.5
D
0.26
5.2
A
5.2
A
0.22
11.9
B
11.9
B
0.46
35.7
D
35.7
D
0.37
37.3
D
37.3
D
Int.
Delay
Int.
LOS
9.0
A
24.6
C
11.9
B
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
Intersection
Name
13 Huttleston Ave
& Adams St
Link Name
Movement
Volume
Huttleston
Ave
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
23
275
35
5
248
103
44
92
31
139
85
19
13
398
34
24
315
1
32
4
21
4
3
9
0
87
43
29
119
99
9
241
38
156
266
1
Adams St
14 Huttleston Ave
& Holcomb St
Huttleston
Ave
Holcomb St
15 Huttleston Ave
& Bridge St
Bridge St
Huttleston
Ave
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.84
39.7
D
39.7
D
0.58
32.4
C
32.4
C
0.94
79.3
E
79.3
E
0.95
44.4
D
44.4
D
0.27
3.9
A
3.9
A
0.22
3.7
A
3.7
A
0.50
30.0
C
30.0
C
0.13
27.9
C
27.9
C
0.37
20.5
C
20.5
C
0.71
27.8
C
27.8
C
0.21
8.4
A
8.4
A
0.47
9.9
A
9.9
A
Int.
Delay
Int.
LOS
43.8
D
7.0
A
15.1
B
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
Intersection
Name
16 Huttleston Ave
& Alden Rd
Link Name
Movement
Volume
Huttleston
Ave
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
124
328
58
54
342
145
45
70
17
172
104
58
51
285
181
48
279
240
174
292
53
156
163
88
76
229
25
92
228
131
15
142
182
229
217
95
Alden Rd
17 Huttleston Ave
& Route 240
Huttleston
Ave
Route 6
SR 240
18 Bridge St
& Alden Rd
Bridge St
Alden Rd
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.60
0.31
38.1
17.2
D
B
22.3
C
0.50
0.53
52.7
23.9
D
C
26.8
C
0.47
39.1
D
39.1
D
0.73
39.8
D
39.8
D
0.21
0.29
0.14
0.16
0.33
0.17
0.59
0.69
0.05
0.61
0.40
0.06
0.67
0.78
17.6
24.2
0.2
14.5
20.5
0.3
26.1
39.2
0.1
25.7
33.9
0.1
44.3
36.7
B
C
A
B
C
A
C
D
A
C
C
A
D
D
15.2
B
12.7
B
0.58
0.70
0.15
0.62
0.64
0.13
1.20
0.64
0.09
35.8
29.6
10.3
54.9
32.8
16.4
155.5
25.2
11.2
D
C
B
D
C
B
F
C
B
29.6
C
23.9
C
38.4
D
24.6
C
26.0
C
74.5
E
Int.
Delay
Int.
LOS
29.2
C
20.1
C
44.0
D
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
Intersection
Name
368
238
34
14
46
128
36
510
37
556
359
369
0
1
0
1255
1124
7
80
34
177
384
88
370
1.02
0.95
0.04
0.20
0.49
0.10
0.87
0.91
0.03
1.53
0.73
0.23
0.06
103.6
79.8
28.0
51.3
54.1
50.5
131.1
63.1
32.4
292.1
47.1
39.3
28.4
F
E
C
D
D
D
F
E
C
F
D
D
C
0.55
2.8
0.51
EBLT
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBR
NBL
NBT
SBT
SBR
WBL
WBR
NBT
NBR
SBL
SBT
Hillman St & NB
Hillman St
JFK
Memorial Hwy
On Ramp
20 Union St
& Route 18
Bridge St
Union St
Route 18
21 Hillman St
& Purchase St
Hillman St
Purchase St
23
Delay LOS
Volume
Route 240
22
v/c
ratio
Movement
19 Bridge St
Route 240
Link Name
Approach
LOS
86.3
F
51.4
D
Int.
Delay
Int.
LOS
114.8
F
2.7
A
31.4
C
66.0
E
156.0
F
28.4
C
A
2.8
A
2.6
A
2.6
A
0.51
39.3
D
39.3
D
0.45
0.41
0.22
0.67
29.0
28.1
24.9
34.6
C
C
C
C
28.4
C
32.4
C
-
-
-
-
-
-
-
-
WBTR
-
-
-
-
-
-
-
-
-
53.3
F
53.3
F
-
0.0
-
0.0
-
25.9
D
-
0.0
-
0.0
-
Purchase St &
SB JFK
JFK
Memorial
WBL
340
Memorial Hwy
Off Ramp
Hwy Off
Ramp
WBR
47
NBT
NBR
SBL
SBT
182
0
0
249
Purchase St
Approach
Delay
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
Intersection
Name
24 Linden St
County St
Link Name
Linden St
County St
25
Washburn St &
Belleville Ave
Washburn St
Belleville Ave
26 Coggeshall St
& Mt. Pleasant
Coggeshall
St
Mt. Pleasant
27 Coggeshall St
& County St
Coggeshall
St
County St
Movement
Volume
EBT
EBR
WBL
WBT
NBL
NBR
75
154
25
42
174
104
EBL
34
EBT
EBR
WBL
WBR
NBT
NBR
SBL
SBT
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
61
37
85
349
50
5
265
114
17
84
20
8
34
20
16
196
24
10
141
17
5
114
13
42
59
8
10
203
50
14
176
6
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
-
10.1
B
10.1
B
-
9.2
A
9.2
A
-
11.7
B
11.7
B
-
60.0
F
60.0
F
-
36.5
E
36.5
E
-
0.0
A
0.0
.
6.4
0.0
-
0.0
.
6.4
-
11.0
B
11.0
B
-
9.8
A
9.8
A
Int.
Delay
Int.
LOS
10.8
B
26.3
D
11.7
B
12.2
B
A
-
13.0
B
13.0
B
-
11.3
B
11.3
B
0.26
11.1
B
11.1
B
0.25
11.0
B
11.0
B
0.46
13.2
B
13.2
B
0.36
12.2
B
12.2
B
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Intersection
Name
Link Name
Movement
Volume
28 Coggeshall St
& Purchase St
Coggeshall
St
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBT
EBR
WBL
WBT
SBL
SBT
SBR
EBL
EBT
WBT
WBR
NBL
NBT
NBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
6
137
35
36
94
62
13
195
67
59
177
2
170
93
139
158
97
604
34
29
238
211
31
86
279
197
59
315
61
92
228
52
14
73
42
Int ID
Purchase St
29 Coggeshall St
& Ashley Blvd
Coggeshall
St
Ashley Blvd
Coggeshall
30 Coggeshall St
& Acushnet Ave St
Acushnet
Ave
31 Coggeshall St
& N. Front St
Coggeshall
St
N. Front St
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.20
4.8
A
4.8
A
0.25
5.1
A
5.1
A
1.39
220.2
F
220.2
F
1.73
375.1
F
375.1
F
0.45
18.6
B
18.6
B
0.80
36.1
D
36.1
D
0.69
18.8
B
0.04
0.11
0.37
0.58
11.0
8.3
10.6
20.3
B
A
B
C
18.3
B
10.3
B
20.3
C
0.22
0.71
0.18
16.9
24.5
16.6
B
C
B
20.6
C
-
1.8
A
1.8
A
-
2.9
A
2.9
A
-
39.9
E
39.9
E
Int.
Delay
Int.
LOS
170.0
F
21.9
C
18.1
B
7.3
A
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
Intersection
Name
32 Coggeshall St
Link Name
Movement
Volume
v/c
ratio
Coggeshall
EBL
81
0.19
14.1
B
EBT
213
0.73
29.9
C
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
SBL
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
63
120
208
60
31
131
271
128
196
133
56
316
178
504
204
81
124
103
96
137
30
140
109
8
232
1
159
53
5
8
57
108
0.39
0.52
0.06
0.46
13.4
21.7
17.4
23.1
B
C
B
C
0.24
20.9
C
0.88
40.8
D
0.17
0.76
0.15
1.26
0.53
14.7
28.8
0.2
147.2
17.1
B
C
A
F
B
0.37
0.55
0.79
0.76
28.2
34.1
61.9
51.6
C
C
E
D
31.6
50.9
C
D
0.79
49.0
D
49.0
D
0.40
4.9
A
4.9
A
& Belleville Ave St
Belleville Ave
33 Coggeshall St
& 195 Off
Ramp
Coggeshall
St
195 Off
Ramp
34 Howland Rd
& Main St
Howland Rd
Main St
Delay LOS
Approach
Delay
Approach
LOS
26.9
C
18.5
B
21.7
C
40.8
D
18.8
B
97.1
F
0.98
100.2
F
100.2
F
0.78
69.2
E
69.2
E
Int.
Delay
Int.
LOS
27.6
C
56.6
E
50.8
D
Appendix A-1:
Delay
and and
LOS LOS
TableTable
for AMfor
Peak
Hour
(7:30
AM(7:30
- 8:30AM
AM)- 8:30 AM)
Appendix
A-1:Detailed
Detailed
Delay
AM
Peak
Hour
Int ID
Intersection
Name
35 Howland Rd
& Adams St
Link Name
Movement
Volume
Howland Rd
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
95
58
3
107
8
130
85
2
5
55
4
14
2
94
5
3
2
57
192
1
3
402
22
Adams St
36 Howland Rd
& Alden Rd
Howland Rd
Nancy St
Alden Rd
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.20
0.4
A
0.4
A
0.41
42.6
D
42.6
D
0.86
69.9
E
69.9
E
0.52
50.1
D
50.1
D
-
17.9
C
17.9
C
-
26.9
D
26.9
D
-
2.7
0
2.7
0
-
0.2
0
0.2
0
Int.
Delay
Int.
LOS
41.4
D
4.2
A
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
1
Intersection
Name
Kempton St
Brownell Ave/
Route 140
Link Name
Movement
Volume
Kempton St
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
WBT
WBR
SBL
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
WBL
WBT
WBR
NBL
NBT
SBT
SBR
289
513
77
87
455
635
25
308
40
475
445
529
105
923
1123
41
79
54
214
336
392
7
80
6
507
320
72
32
358
19
21
155
32
61
479
388
105
Brownell Ave
SR140
2
Kempton St &
Cornell St
Kempton St
Cornell St
3
Kempton St &
Rockdale Ave
Kempton St
Rockdale
Ave
4
Mill St &
Rockdale Ave
Mill St
Rockdale
Ave
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
1.72
0.78
398.3
48.3
F
D
161.6
F
0.75
0.61
0.47
68.7
43.6
1.1
E
D
A
23.8
C
1.15
143.7
F
143.7
F
9.53dl 463.0
F
288.1
F
0.38
0.38
0.36
0.56
0.7
4.4
3.2
8.4
A
A
A
A
3.3
A
8.4
A
0.71
54.0
D
54.0
D
0.61
0.61
0.30
30.7
30.1
12.3
C
C
B
23.0
C
0.25
24.8
C
24.8
C
1.23
0.50
145.9
19.2
F
B
90.6
F
0.95
74.4
E
74.4
E
0.56
36.2
D
36.2
D
0.17
0.49
0.50
0.13
5.7
7.9
19.6
14.2
A
A
B
B
7.6
A
18.2
B
Int.
Delay
Int.
LOS
166.5
F
9.0
A
56.8
E
16.8
B
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
5
Intersection
Name
Mill St &
Cottage St
Link Name
Mill St
Cottage St
6
Kempton St &
Cottage St
Kempton St
Cottage St
7
Mill St &
County St
Mill St
County St
8
Kempton St &
County St
Kempton St
County St
9
Kempton St/
Mill St &
Purchase St
Kempton St
Mill St
Purchase St
Movement
Volume
WBL
WBT
WBR
NBL
NBT
SBT
SBR
EBL
EBT
EBR
NBT
NBR
SBL
SBT
WBL
WBT
WBR
NBL
NBT
SBT
SBR
EBL
EBT
EBR
NBT
NBR
SBL
SBT
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
21
242
17
39
117
140
13
24
327
38
132
53
28
133
99
197
30
58
348
369
23
42
244
104
364
176
50
418
276
162
2
352
161
94
147
404
134
44
457
60
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.77
27.9
C
27.9
C
0.21
5.3
A
5.3
A
0.19
7.7
A
7.7
A
0.07
0.72
0.04
0.27
11.5
19.6
11.4
12.2
B
B
B
B
18.2
B
12.2
B
0.28
7.7
A
7.7
A
0.70
22.3
C
22.3
C
0.28
0.48
0.81
8.8
12.3
36.6
A
B
D
11.8
B
36.6
D
0.24
0.65
27.4
31.5
C
C
31.0
C
0.51
7.2
A
7.2
A
0.59
10.2
B
10.2
B
1.02
0.59
0.00
0.96
0.89
0.46
0.54
0.64
0.15
123.8
68.4
54.6
105.7
90.9
60.9
62.4
62.1
52.8
F
E
D
F
F
E
E
E
D
101.5
F
91.4
F
0.94
85.6
F
60.3
E
85.6
F
Int.
Delay
Int.
LOS
16.5
B
14.4
B
23.3
C
14.6
B
82.2
F
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
Intersection
Name
10 Huttleston Ave
& Middle St
Link Name
Movement
Volume
Huttleston
Ave
EBT
EBR
WBL
WBT
NBL
NBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBL
NBR
SBL
SBT
SBR
562
109
11
465
102
34
120
436
40
25
348
63
74
75
25
62
93
54
4
488
33
8
389
14
44
8
24
6
5
3
Middle St
11 Huttleston Ave
& Main St
Huttleston
Ave
Main St
12 Huttleston Ave
& Green St
Huttleston
Ave
Green St
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.38
7.3
A
7.3
A
0.34
7.8
A
7.8
A
0.50
31.5
C
31.5
C
0.46
0.39
12.1
11.1
B
B
11.3
B
0.56
0.42
40.2
26.3
D
C
27.4
C
0.86
56.2
E
56.2
E
0.84
51.8
D
51.8
D
0.33
6.3
A
6.3
A
0.26
17.9
B
17.9
B
0.59
41.3
D
41.3
D
0.37
42.5
D
42.5
D
Int.
Delay
Int.
LOS
10.3
B
28.6
C
15.3
B
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
Intersection
Name
13 Huttleston Ave
& Adams St
Link Name
Movement
Volume
Huttleston
Ave
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
23
461
34
8
373
170
30
84
29
122
72
8
31
561
20
18
485
3
29
9
23
13
7
37
8
70
37
58
120
239
14
341
85
200
400
3
Adams St
14 Huttleston Ave
& Holcomb St
Huttleston
Ave
Holcomb St
15 Huttleston Ave
& Bridge St
Bridge St
Huttleston
Ave
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
1.00
65.8
E
65.8
E
0.79
40.1
D
40.1
D
0.95
92.9
F
92.9
F
0.72
19.4
B
19.4
B
0.35
4.0
A
4.0
A
0.28
3.6
A
3.6
A
0.48
30.6
C
30.6
C
0.27
29.4
C
29.4
C
0.24
19.4
B
19.4
B
0.84
35.9
D
35.9
D
0.32
9.4
A
9.4
A
0.59
11.5
B
11.5
B
Int.
Delay
Int.
LOS
51.8
D
7.1
A
17.8
B
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
Intersection
Name
16 Huttleston Ave
& Alden Rd
Link Name
Movement
Volume
Huttleston
Ave
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
143
459
85
97
396
180
87
162
63
240
182
108
74
425
263
85
362
234
192
251
94
260
352
122
178
252
30
181
310
278
39
251
195
205
319
164
Alden Rd
17 Huttleston Ave
& Route 240
Huttleston
Ave
Route 6
SR 240
18 Bridge St
& Alden Rd
Bridge St
Alden Rd
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.73
0.63
49.9
31.0
D
C
34.8
C
0.68
0.82
54.1
45.6
D
D
46.7
D
0.69
38.6
D
38.6
D
0.87
46.2
D
46.2
D
0.26
0.45
0.21
0.34
0.41
0.23
0.61
0.68
0.07
0.64
0.52
0.09
0.99
0.87
31.9
39.3
0.2
18.5
26.0
0.4
27.2
39.2
0.1
19.9
30.1
0.1
97.3
49.5
C
D
A
B
C
A
C
D
A
B
C
A
F
D
24.4
C
15.1
B
0.98
0.88
0.24
1.01
0.95
0.16
0.98
0.72
0.14
93.3
50.8
12.5
145.7
72.5
16.7
89.0
30.4
11.1
F
D
B
F
E
B
F
C
B
28.5
C
21.1
C
67.8
E
45.5
D
59.6
E
42.3
D
Int.
Delay
Int.
LOS
41.7
D
21.9
C
51.8
D
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
Intersection
Name
448
99
105
56
153
360
89
445
25
107
573
527
0
3
0
1350
1449
0
190
54
281
539
99
415
0.94
0.95
0.12
0.41
0.98
0.38
1.03
0.83
0.03
0.71
0.89
0.37
0.26
69.7
70.9
19.9
40.6
105.1
40.3
149.7
44.3
22.2
50.4
48.8
32.1
60.2
E
E
B
D
F
D
F
D
C
D
D
C
E
0.52
2.1
0.56
EBLT
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBR
NBL
NBT
SBT
SBR
WBL
WBR
NBT
NBR
SBL
SBT
Hillman St & NB
Hillman St
JFK
Memorial Hwy
On Ramp
20 Union St
& Route 18
Bridge St
Union St
Route 18
21 Hillman St
& Purchase St
Hillman St
Purchase St
23
Delay LOS
Volume
Route 240
22
v/c
ratio
Movement
19 Bridge St
Route 240
Link Name
Approach
LOS
61.0
E
55.0
D
Int.
Delay
Int.
LOS
51.4
D
2.4
A
44.5
D
57.8
E
41.2
D
60.2
E
A
2.1
A
2.4
A
2.4
A
0.82
56.1
E
56.1
E
0.56
0.79
0.25
0.91
31.1
42.6
25.3
53.5
C
D
C
D
38.7
D
47.5
D
-
-
-
-
-
-
-
-
WBTR
-
-
-
-
-
-
-
-
-
53.3
F
53.3
F
-
0.0
-
0.0
-
17.5
C
-
0.0
-
0.0
-
Purchase St &
SB JFK
JFK
Memorial
WBL
259
Memorial Hwy
Off Ramp
Hwy Off
Ramp
WBR
53
NBT
NBR
SBL
SBT
316
0
0
314
Purchase St
Approach
Delay
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
Intersection
Name
24 Linden St
County St
Link Name
Linden St
County St
25
Washburn St &
Belleville Ave
Washburn St
Belleville Ave
26 Coggeshall St
& Mt. Pleasant
Coggeshall
St
Mt. Pleasant
27 Coggeshall St
& County St
Coggeshall
St
County St
Movement
Volume
EBT
EBR
WBL
WBT
NBL
NBR
67
235
54
76
204
133
EBL
86
EBT
EBR
WBL
WBR
NBT
NBR
SBL
SBT
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
96
10
35
572
4
7
288
129
15
68
14
18
59
17
31
208
29
14
227
7
9
90
11
59
103
17
20
246
41
15
275
15
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
-
12.5
B
12.5
B
-
10.8
B
10.8
B
-
16.8
C
16.8
C
-
508.0
F
508.0
F
-
16.4
C
16.4
C
-
0.0
-
0.0
-
-
6.0
A
6.0
A
-
10.9
B
10.9
B
-
10.3
B
10.3
B
-
13.4
B
13.4
B
-
12.4
B
12.4
B
0.21
10.6
B
10.6
B
0.32
11.6
B
11.6
B
0.51
13.4
B
13.4
B
0.57
14.6
B
14.6
B
Int.
Delay
Int.
LOS
14.3
B
107.3
F
12.2
B
13.1
B
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Intersection
Name
Link Name
Movement
Volume
28 Coggeshall St
& Purchase St
Coggeshall
St
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBT
EBR
WBL
WBT
SBL
SBT
SBR
EBL
EBT
WBT
WBR
NBL
NBT
NBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
6
130
10
33
151
71
21
338
83
116
215
7
237
92
163
219
93
645
36
56
274
274
55
108
400
269
68
427
48
66
298
96
31
114
70
Int ID
Purchase St
29 Coggeshall St
& Ashley Blvd
Coggeshall
St
Ashley Blvd
Coggeshall
30 Coggeshall St
& Acushnet Ave St
Acushnet
Ave
31 Coggeshall St
& N. Front St
Coggeshall
St
N. Front St
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.29
16.4
B
16.4
B
0.57
21.1
C
21.1
C
0.59
10.7
B
10.7
B
0.70
14.1
B
14.1
B
0.54
20.1
C
20.1
C
1.22
143.7
F
143.7
F
0.60
16.7
B
0.03
0.24
0.47
0.80
10.9
10.9
12.0
28.9
B
B
B
C
16.4
B
11.8
B
28.9
C
0.23
0.73
0.21
15.1
23.1
14.9
B
C
B
19.1
B
-
2.3
A
2.3
A
-
3.1
A
3.1
A
-
305.9
F
305.9
F
Int.
Delay
Int.
LOS
14.7
B
48.9
D
19.6
B
58.2
F
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
Intersection
Name
32 Coggeshall St
Link Name
Movement
Volume
v/c
ratio
Coggeshall
EBL
111
0.33
13.8
B
EBT
339
0.76
31.4
C
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
SBL
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
47
171
304
93
39
174
449
169
199
116
113
465
249
290
191
157
167
206
168
285
43
198
138
4
213
3
112
108
7
0
103
99
0.69
0.65
0.10
0.77
20.8
26.6
19.3
34.8
C
C
B
C
0.48
23.4
C
0.88
40.3
D
0.29
0.75
0.28
1.05
0.60
14.0
29.5
19.8
77.1
21.0
B
C
B
E
C
0.50
0.96
1.10
1.41
34.2
82.8
143.1
260.8
C
F
F
F
63.3
165.2
E
F
1.23
169.2
F
169.2
F
0.40
10.5
B
10.5
B
& Belleville Ave St
Belleville Ave
33 Coggeshall St
& 195 Off
Ramp
Coggeshall
St
195 Off
Ramp
34 Howland Rd
& Main St
Howland Rd
Main St
Delay LOS
Approach
Delay
Approach
LOS
26.9
C
23.2
C
27.1
C
40.3
D
24.1
C
47.9
D
1.28
195.3
F
195.3
F
0.90
81.3
F
81.3
F
Int.
Delay
Int.
LOS
28.9
C
64.3
E
124.7
F
Appendix A-2:
Delay
and and
LOS LOS
TableTable
for PMfor
Peak
Hour
(4:00
PM(4:00
- 5:00 PM
PM)- 5:00 PM)
Appendix
A-2:Detailed
Detailed
Delay
PM
Peak
Hour
Int ID
Intersection
Name
35 Howland Rd
& Adams St
Link Name
Movement
Volume
Howland Rd
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
133
72
7
133
9
87
116
5
11
79
0
11
0
131
4
1
5
134
474
7
4
397
23
Adams St
36 Howland Rd
& Alden Rd
Howland Rd
Nancy St
Alden Rd
v/c
ratio
Delay LOS
Approach
Delay
Approach
LOS
0.30
1.0
A
1.0
A
0.87
78.5
E
78.5
E
0.73
47.1
D
47.1
D
0.58
46.0
D
46.0
D
-
24.2
C
24.2
C
-
43.4
E
43.4
E
-
3.8
A
3.8
A
-
0.3
A
0.3
A
Int.
Delay
Int.
LOS
39.0
D
5.6
A
Appendix B
Vehicular Crash Maps, 2009-2011
\\prl-srv3\GIS_Projects\007118_MASS_DEPT_TRANSPORTATION\0224230_MHD_80087_RTE6\GIS\Map_Docs\Draft\Crash_Sites\map_series_11x17P_Crash_Sites_2009.mxd
Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2009
Feet
S18
1-4
0
250
500
I195
Fairhaven
Meters
5-8
9 - 16
17 - 24
Fatal Injuries
No Crash Recorded
Dartmouth
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 1
Vehicular Crashes
at Study Intersections, 2009
Thursday, May 08, 2014
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Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2009
Feet
S18
0
250
500
I195
Fairhaven
Dartmouth
Meters
1-4
5-8
9 - 16
17 - 24
Fatal Injuries
No Crash Recorded
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 2
Vehicular Crashes
at Study Intersections, 2009
Thursday, May 08, 2014
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Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2009
Feet
S18
0
250
500
I195
Fairhaven
Dartmouth
Meters
1-4
5-8
9 - 16
17 - 24
Fatal Injuries
No Crash Recorded
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 3
Vehicular Crashes
at Study Intersections, 2009
Thursday, May 08, 2014
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Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2010
Feet
S18
0
250
500
I195
Fairhaven
Dartmouth
Meters
1-4
5-8
9 - 16
17 - 24
Fatal Injuries
No Crash Recorded
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 1
Vehicular Crashes
at Study Intersections, 2010
Thursday, May 08, 2014
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Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2010
Feet
S18
0
250
500
I195
Fairhaven
Dartmouth
Meters
1-4
5-8
9 - 16
17 - 24
Fatal Injuries
No Crash Recorded
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 2
Vehicular Crashes
at Study Intersections, 2010
Thursday, May 08, 2014
\\prl-srv3\GIS_Projects\007118_MASS_DEPT_TRANSPORTATION\0224230_MHD_80087_RTE6\GIS\Map_Docs\Draft\Crash_Sites\map_series_11x17P_Crash_Sites_2010.mxd
Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2010
Feet
S18
0
250
500
I195
Fairhaven
Dartmouth
Meters
1-4
5-8
9 - 16
17 - 24
Fatal Injuries
No Crash Recorded
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 3
Vehicular Crashes
at Study Intersections, 2010
Thursday, May 08, 2014
\\prl-srv3\GIS_Projects\007118_MASS_DEPT_TRANSPORTATION\0224230_MHD_80087_RTE6\GIS\Map_Docs\Draft\Crash_Sites\map_series_11x17P_Crash_Sites_2011.mxd
Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2011
Feet
S18
0
250
500
I195
Fairhaven
Meters
1-4
5-8
9 - 16
17 - 24
No Crash Recorded
Fatal Injuries
Dartmouth
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 1
Vehicular Crashes
at Study Intersections, 2011
Thursday, May 08, 2014
\\prl-srv3\GIS_Projects\007118_MASS_DEPT_TRANSPORTATION\0224230_MHD_80087_RTE6\GIS\Map_Docs\Draft\Crash_Sites\map_series_11x17P_Crash_Sites_2011.mxd
Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2011
Feet
S18
0
250
500
I195
Fairhaven
Meters
1-4
5-8
9 - 16
17 - 24
No Crash Recorded
Fatal Injuries
Dartmouth
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 2
Vehicular Crashes
at Study Intersections, 2011
Thursday, May 08, 2014
\\prl-srv3\GIS_Projects\007118_MASS_DEPT_TRANSPORTATION\0224230_MHD_80087_RTE6\GIS\Map_Docs\Draft\Crash_Sites\map_series_11x17P_Crash_Sites_2011.mxd
Acushnet
New
Bedford
S140
0
500
1,000
Study Intersections and Approaches
Number of Vehicular Crashes, 2011
Feet
S18
0
250
500
I195
Fairhaven
Meters
1-4
5-8
9 - 16
17 - 24
No Crash Recorded
Fatal Injuries
Dartmouth
Massachusetts Department of Transportation
Route 6 New Bedford/Fairhaven Bridge
Transportation Study
Page 3
Vehicular Crashes
at Study Intersections, 2011
Thursday, May 08, 2014
Appendix C
Traffic Volume Maps - Existing 2014
2014
Route 6 | New Bedford - Fairhaven Corridor Study
Holcomb Street
reet
Purchase St
Foster Stree
t
Huttleston Avenue
Alden Road
SR 240
Adams Street
Purchase Street
35 (60)
307 (457)
44 (44)
19 (8)
85 (72)
139 (122)
9 (37)
3 (7)
4 (13)
Cottage Street
240 (234)
279 (362)
48 (85)
Huttleston Avenue
(74) 51
(425) 285
(263)181
18
1 (3)
315 (485)
24 (18)
Huttleston Avenue
131(278)
228 (310)
92 (181)
Bridge Street
(178) 76
(252) 229
(30) 25
182 (195)
142 (251)
15 (39)
(31) 13
(561) 398
(20) 34
21 (23)
4 (9)
32 (29)
(562) 295
(109) 88
20 (34)
98 (102)
100 (53)
129 (132)
(24) 7
(327) 336
(38) 40
(23) 23
(461) 275
(34) 35
Huttleston Avenue
Kempton Street
Mill Street
422 (479)
57 (61)
(105) 79
(923) 676
109 (133)
59 (28)
Rockdale Avenue
90 (105)
352 (388)
Cornell Street
78 (54)
65 (79)
Kempton Street
103 (170)
248 (373)
5 (8)
Huttleston Avenue
14
365 (465)
21 (11)
(143) 124
(459) 328
(85) 58
53 (94)
292 (251)
174 (192)
25 (32)
129 (155)
11 (21)
10
Huttleston Avenue
17
31(29)
92 (84)
44 (30)
38 (41)
1150 (1123)
6
62 (134)
209 (404)
61 (124)
14 (23)
4
104 (94)
120 (161)
354 (352)
Kempton Street
(276) 187
(162) 95
(2) 0
93 (117)
43 (39)
(214) 141
(336) 224
(392) 364
13
Mill Street
35 (72)
331 (320)
578 (507)
2
13 (17)
150 (242)
24 (21)
Kempton Street
30 (40)
327 (308)
28 (25)
(289) 324
(513) 257
(77) 52
9
Middle Street
Kempton Street
Cottage Street
7 (6)
107 (80)
10 (7)
4 (13)
144 (140)
Rockdale Avenue
18 (19)
319 (358)
26 (32)
385 (529)
397 (445)
468 (475)
850 (635)
308 (455)
70 (87)
5
145 (180)
342 (396)
54 (97)
17 (63)
70 (162)
45 (87)
3
(4) 3
(488) 311
(33) 34
10 (24)
7 (8)
36 (44)
1
(42) 30
(244) 179
(104) 123
166 (176)
263 (364)
000
(000)
Location ID
AM Peak Hour Volume
PM Peak Hour Volume
Brownell Avenue
X
12 (14)
294 (389)
5 (8)
Huttleston Avenue
Kempton Street
Legend:
1 (3)
266(400)
156 (200)
Main Street
Union St
16
Alden Road
9
12
(8) 0
(70) 87
(37) 43
58 (108)
104 (182)
172 (240)
8
Bridge Street
88 (122)
163 (352)
156 (260)
n St
17
381 (418)
62 (50)
St
Gree
16
County Street
ttl
es
to
nA
ve
(120) 45
(436) 252
(40) 18
99 (239)
119 (120)
29(58)
38 (85)
241 (341)
9 (14)
Hu
18
67 (63)
278 (348)
18 (25)
12 (25)
53 (75)
49 (74)
13
lm
lco
Ho
12
19
15
Huttleston Avenue
Mill Street
251 (348)
42 (58)
St
ms
Ada
6
21 22
St
4
3
10 11
Rt 18 NB
on-ramp
Pleasant
St
7
8
County St
Kempton
nell
Brow
2
5
6
23
le St
Midd
Cottage St
Rt 18 SB
off-ramp
15
27 (30)
101 (197)
68 (99)
240
e St
Bridg
St
e St
Main
Purchas
County St
14
11
95 (164)
217(319)
229 (205)
d
nR
24
Hillman St
1
7
I-195 EB
on-ramp
I-195 EB
off-ramp
I-195 EB
off-ramp
18
St
Kempton
195
e
Ald
St
ant
leas
Linden St
140
Mill St
36
Green Street
25
Rd
59 (54)
55 (93)
72 (62)
St
34 35
nd
Howla
5 (3)
3 (5)
12 (6)
Mt P
Washburn
33
Coggeshall St
Bridge
35 (23)
375 (369)
Belleville
N Front
29 30 31 32
27 28
26
195
Acushnet
Ashley
Coggeshall St
County Street
Existing AM (7:30-8:30AM) & PM (4:00-5:00 PM) Peak Volumes
2014
Route 6 | New Bedford - Fairhaven Corridor Study
County Street
N Front Street
County Street
Belleville Avenue
133 (116)
196 (199)
128 (169)
Purchase Street
2 (7)
177 (215)
59 (116)
JFK NB On Ramp
SR 18/ JFK Memorial HWY
7 (0)
1124 (1449)
8 (9)
107 (133)
3 (7)
I-195 WB Off Ramp
Main Street
Howland Road
(0) 0
(133) 95
(72) 58
36
60 (93)
208 (304)
120 (171)
Coggeshall Street
(111) 81
(339) 213
(47) 63
2 (5)
3 (1)
5 (4)
Howland Road
(11) 14
(0) 2
(131) 94
1 (7)
192 (474)
57 (134)
(6) 6
(130) 137
(10) 35
52 (96)
228 (298)
92 (66)
271(449)
131(174)
31 (39)
(67) 75
(235) 154
67 (83)
195 (338)
13 (21)
(492) 302
(146) 170
(68) 59
(427) 315
(48) 61
Coggeshall Street
Linden Street
35
Coggeshall Street
32
62 (71)
94 (151)
36 (33)
(43) 30
(198) 140
(138) 109
2 (5)
85 (116)
130 (87)
Hillman Street
8 (17)
59 (103)
42 (59)
Howland Road
42 (70)
73 (114)
14 (31)
42 (76)
25 (54)
104 (133)
174 (204)
1255 (1350)
(0) 0
(3) 1
28
30 (75)
114 (244)
(56) 29
(274) 238
31
50 (41)
203 (246)
10 (20)
State Pier Driveway
(9) 5
(90) 114
(11) 13
24
Coggeshall Street
Coggeshall Street
182 (316)
22
Union Street
JFK SB Off Ramp
384 (539)
177 (281)
37 (25)
510 (445)
36 (89)
20
47 (53)
340 (259)
Hillman Street
Bridge Street
(448) 368
(99) 238
(105) 34
27
6 (15)
176 (275)
14 (15)
34 (54)
80 (190)
Purchase Street
23
249 (314)
128 (360)
46 (153)
14 (56)
Purchase Street
370 (415)
88 (99)
SR 240
369 (527)
359 (573)
556 (107)
21
1 (3)
232 (213)
8 (4)
5 (7)
53 (108)
159 (112)
19
(15) 17
(68) 84
(14) 20
31 (55)
211 (274)
197 (269)
279 (400)
86 (108)
Location ID
AM Peak Hour Volume
PM Peak Hour Volume
108 (99)
57 (103)
8 (0)
20 (17)
34 (59)
8 (18)
34
4 (0)
55 (79)
5 (11)
Union St
30
24 (29)
196 (208)
16 (31)
000
(000)
33 (89)
104 (196)
96 (168)
(113) 56
(465) 316
(249) 178
(237) 170
(92) 93
22 (23)
402 (397)
3 (4)
26
Mt Pleasant Street
17
17 (7)
141(227)
10 (14)
St
n St
16
9
St
X
Coggeshall Street
ttl
es
to
nA
ve
81 (157)
204 (191)
504 (290)
Coggeshall Street
Coggeshall Street
Legend:
158 (219)
139 (163)
Adams Street
Hu
18
33
30 (37)
103 (206)
124 (167)
lm
lco
Ho
13
Gree
21 22
12
15
5 (7)
50 (4)
St
ms
Ada
6
10 11
Rt 18 NB
on-ramp
Pleasant
St
4
3
7
8
County St
Kempton
nell
Brow
2
5
6
23
le St
Midd
Cottage St
Rt 18 SB
off-ramp
e St
Bridg
St
e St
Main
Purchas
County St
14
(86) 34
(96) 61
(10) 37
19
349 (572)
85 (35)
I-195 EB Off Ramp
Washburn Street
240
29
Alden Road
d
nR
24
Hillman St
1
25
I-195 EB
on-ramp
I-195 EB
off-ramp
I-195 EB
off-ramp
18
St
Kempton
195
e
Ald
St
ant
leas
Linden St
140
Mill St
36
Ashley Boulevard
25
Rd
Acushnet Avenue
St
34 35
nd
Howla
34 (36)
604 (645)
97 (93)
Mt P
Washburn
33
Coggeshall St
Bridge
114 (129)
265 (288)
Belleville
N Front
29 30 31 32
27 28
26
195
Acushnet
Ashley
Coggeshall St
Belleville Avenue
Existing AM (7:30-8:30AM) & PM (4:00-5:00 PM) Peak Volumes
2014
Route 6 | New Bedford - Fairhaven Corridor Study
Existing Morning Peak Hour [7:30-8:30 am]
731
1142
4
#
000 (000)
15 (33%)
142 (15%)
182 (5%)
370 (14%)
87 (28%)
240
214
e St
Bridg
352 (5%)
352 (12%)
554 (5%)
2 (50%)
Rt 18 NB
on-ramp
5
368 (17%)
238 (8%)
34 (6%)
6
X
Pedestrians
0
XXX
Midblock Volume
0
128 (16%)
45 (20%)
14 (21%)
0
324
St
Kempton
Study Intersection Location ID
AM Peak Hour Volumes (Heavy Vehicle %)
0
243
156
St
Pleasant
LEGEND:
Rt 18 SB
off-ramp
0
Hillman St
Mill St
177 (21%)
384 (20%)
PLEASANT STREET
35 (0%)
307 (19%)
44 (39%)
14 (14%)
41 (20%)
209 (13%)
62 (11%)
304
1
Kempto
n St
391
I-195 EB
off-ramp
0
184
HILLMAN STREET
1
BRIDGE STREET
250
I-195 EB
on-ramp
St
1870
KEMPTON STREET
34 (35%)
78 (40%)
2
262
Parker St
0
1021
St
ms
Ada
1
1 (0%)
186 (13%)
95 (3%)
0 (0%)
0
76 (18%)
229 (16%)
25 (12%)
Main
104 (15%)
120 (14%)
354 (6%)
se St
Purcha
1
12
County St
1266
leasant St
Mt P
140
18
259
PURCHASE STREET
189
195
131 (30%)
228 (14%)
92 (9%)
0
Coggeshall St Bridge
Coggeshall St
195
0
BRIDGE STREET
1 (0%)
33 (30%)
510 (12%)
37 (3%)
1
I-195 WB
on-ramp
SR 240
0
ALDEN RD
COGGESHALL STREET
30 (20%)
129 (16%)
268 (15%)
81 (9%)
213 (12%)
63 (19%)
60 (12%)
208 (25%)
120 (18%)
Belleville Ave
3
1
95 (20%)
217 (20%)
229 (24%)
8
BELLEVILLE AVENUE
133 (11%)
196 (21%)
128 (16%)
Vehicle and Pedestrian Volumes under Bridge Open Conditions in April 2014
0
2014
Route 6 | New Bedford - Fairhaven Corridor Study
Existing Evening Peak Hour [4:30-5:30 pm]
1024
1340
4
#
000 (000)
31 (16%)
238 (10%)
204 (12%)
381 (13%)
88 (7%)
240
275
e St
Bridg
562 (4%)
634 (8%)
88 (24%)
0 (0%)
Rt 18 NB
on-ramp
5
446 (13%)
81 (17%)
109 (16%)
6
X
Pedestrians
0
XXX
Midblock Volume
0
489 (8%)
163 (10%)
56 (9%)
0
587
St
Kempton
Study Intersection Location ID
PM Peak Hour Volumes (Heavy Vehicle %)
1
216
236
St
Pleasant
LEGEND:
Rt 18 SB
off-ramp
11
Hillman St
Mill St
279 (8%)
540 (7%)
PLEASANT STREET
57 (2%)
408 (14%)
37 (3%)
15 (20%)
91 (9%)
429 (11%)
107 (4%)
371
3
Kempto
n St
318
I-195 EB
off-ramp
0
193
HILLMAN STREET
5
BRIDGE STREET
276
I-195 EB
on-ramp
St
1819
KEMPTON STREET
52 (2%)
161 (19%)
2
255
Parker St
1
947
St
ms
Ada
1
1 (0%)
281 (1%)
154 (8%)
2 (0%)
2
161 (17%)
230 (15%)
27 (11%)
Main
71 (4%)
122 (1%)
306 (15%)
se St
Purcha
0
35
County St
1484
leasant St
Mt P
140
18
286
PURCHASE STREET
302
195
281 (12%)
320 (13%)
184 (33%)
0
Coggeshall St Bridge
Coggeshall St
195
0
BRIDGE STREET
0 (0%)
74 (20%)
430 (16%)
25 (8%)
13
I-195 WB
on-ramp
SR 240
0
ALDEN RD
COGGESHALL STREET
42 (10%)
171 (15%)
472 (10%)
108 (8%)
341 (11%)
42 (7%)
106 (12%)
327 (13%)
168 (19%)
Belleville Ave
3
0
172 (16%)
314 (14%)
206 (18%)
16
BELLEVILLE AVENUE
113 (17%)
179 (12%)
150 (9%)
Vehicle and Pedestrian Volumes under Bridge Open Conditions in April 2014
0
2014
Route 6 | New Bedford - Fairhaven Corridor Study
Existing Morning Peak Hour [7:30-8:30 am]
1014
565
LEGEND:
#
000 (000)
Rt 18 SB
off-ramp
11
Hillman St
Mill St
213
252
Rt 18 NB
on-ramp
e St
Bridg
6
X
Pedestrians
0
XXX
Midblock Volume
0
125 (13%)
37 (27%)
15 (13%)
5
368 (22%)
188 (13%)
44 (18%)
St
Kempton
Study Intersection Location ID
AM Peak Hour Volumes (Heavy Vehicle %)
236
0
429
St
Pleasant
Kempto
n St
240
BRIDGE STREET
0 (0%)
35 (20%)
511 (14%)
38 (5%)
18 (22%)
52 (21%)
236 (7%)
3 (0%)
257
6
152 (13%)
434 (17%)
50 (10%)
306 (15%)
3 (0%)
PLEASANT STREET
KEMPTON STREET
444
0
0
213
HILLMAN STREET
0
I-195 EB
off-ramp
St
1529
2
265
Parker St
33 (12%)
67 (25%)
BRIDGE STREET
261
I-195 EB
on-ramp
St
ms
Ada
1
0 (0%)
252 (6%)
7 (14%)
1 (0%)
0
3
Main
31 (23%)
101 (6%)
262 (11%)
se St
Purcha
0
11
County St
1312
leasant St
Mt P
140
18
259
347 (13%)
91 (21%)
195
4
47 (23%)
231 (19%)
17 (29%)
1211
SR 240
203
131 (25%)
274 (19%)
106 (12%)
0
Coggeshall St Bridge
Coggeshall St
195
468 (10%)
389 (21%)
549 (6%)
1 (0%)
1
I-195 WB
on-ramp
0
12 (17%)
143 (18%)
179 (16%)
0
ALDEN RD
901
0 (0%)
210 (22%)
224 (21%)
COGGESHALL STREET
27 (11%)
109 (16%)
279 (21%)
51 (14%)
298 (21%)
70 (23%)
60 (18%)
270 (23%)
133 (14%)
Belleville Ave
3
0
PURCHASE STREET
5
BELLEVILLE AVENUE
141 (15%)
190 (14%)
109 (13%)
Vehicle and Pedestrian Volumes during Bridge Closure in April 2014
0
2014
Route 6 | New Bedford - Fairhaven Corridor Study
Existing Evening Peak Hour [4:30-5:30 pm]
864
803
LEGEND:
#
000 (000)
Rt 18 SB
off-ramp
19
Hillman St
Mill St
220
380
Rt 18 NB
on-ramp
e St
Bridg
6
X
Pedestrians
0
XXX
Midblock Volume
0
464 (6%)
148 (9%)
52 (19%)
5
509 (9%)
77 (25%)
70 (19%)
St
Kempton
Study Intersection Location ID
PM Peak Hour Volumes (Heavy Vehicle %)
309
1
718
St
Pleasant
Kempto
n St
240
BRIDGE STREET
1 (0%)
73 (15%)
396 (6%)
17 (0%)
15 (0%)
105 (11%)
497 (11%)
10 (0%)
390
29
216 (15%)
631 (10%)
67 (6%)
378 (11%)
3 (33%)
PLEASANT STREET
KEMPTON STREET
402
0
0
256
HILLMAN STREET
0
I-195 EB
off-ramp
St
1289
2
337
Parker St
54 (7%)
145 (13%)
BRIDGE STREET
262
I-195 EB
on-ramp
St
ms
Ada
1
0 (0%)
290 (6%)
6 (0%)
4 (25%)
0
1
Main
20 (15%)
59 (12%)
145 (17%)
se St
Purcha
0
26
County St
1453
leasant St
Mt P
140
18
405
375 (7%)
116 (12%)
195
4
141 (11%)
273 (16%)
19 (16%)
1314
SR 240
217
340 (15%)
410 (11%)
199 (11%)
0
Coggeshall St Bridge
Coggeshall St
195
731 (8%)
724 (13%)
125 (7%)
5 (0%)
24
I-195 WB
on-ramp
0
21 (14%)
222 (12%)
208 (10%)
0
ALDEN RD
1162
0 (0%)
270 (12%)
179 (19%)
COGGESHALL STREET
34 (9%)
202 (12%)
534 (12%)
101 (14%)
368 (10%)
61 (5%)
104 (9%)
346 (12%)
178 (15%)
Belleville Ave
3
0
PURCHASE STREET
26
BELLEVILLE AVENUE
129 (15%)
143 (9%)
146 (14%)
Vehicle and Pedestrian Volumes during Bridge Closure in April 2014
0