Chapter 16: Traffic and Parking - New York City
Transcript of Chapter 16: Traffic and Parking - New York City
16-1
Chapter 16: Traffic and Parking
A. OVERVIEW The material in this chapter has been revised between the DEIS and FEIS to be consistent with the changes to the Reasonable Worst Case Development Scenario described in Chapter 1: “Project Description.” In addition, new signal timing information was obtained for the intersection of Liberty Avenue and Sutphin Boulevard subsequent to completion of the DEIS.
This chapter of the FEIS describes the traffic and parking characteristics and potential impacts associated with the proposed actions, which affects an approximately 368-block area in Jamaica, Queens, bounded generally by the Van Wyck Expressway service road to the west, 87th Road and Highland Avenue to the north, 189th, 190th, 191st Streets and Farmers Boulevard to the east, and Waltham Street, and 105th, 108th, 109th, Sayres, and 110th Avenues to the south (see Figure 1-1 in Chapter 1, “Project Description”). As described in detail in earlier chapters of this EIS, the proposed actions comprises zoning map amendments, a zoning text amendment to establish the Special Downtown Jamaica District (SDJD), and Urban Renewal Area Designation. The proposed redevelopment area is generally located in Queens County Districts 8 and 12 and the communities of Jamaica, South Jamaica, Hollis, and St. Albans.
Typically, CEQR assessments of large area-wide zoning proposals not associated with specific development projects assume a 10-year build period. This is the time frame that can be reasonably predicted into the foreseeable future without engaging in highly speculative projections. Thus, the transportation analyses in this FEIS address a development program that could reasonably be constructed by 2015 as described in the reasonable worst case development scenario (RWCDS) section of Chapter 1. The traffic and parking analyses consider auto, taxi and truck trips, as well as parking demand and changes in supply related to these “projected” development sites. The locations of these sites and their anticipated uses are shown in Figure 1-9 and listed in Table 1-4 in Chapter 1.
The study area selected for the traffic analysis is shown in Figure 16-1. The traffic study area was selected to encompass the principal roadways most likely to be used by the majority of persons and goods traveling by vehicle to and from the projected development sites. The primary traffic study area is bounded on the north by Hillside Avenue, on the south by Liberty Avenue, on the west by the Van Wyck Expressway service road, on the east by Merrick Boulevard and 168th Street, and extending south on Guy R. Brewer Boulevard to 107th Avenue and south on Merrick Boulevard to 108th Avenue, and an additional five intersections east of Merrick Boulevard were also analyzed. Fifty-four intersections are analyzed for vehicular traffic for the weekday 8:00-9:00 AM, 12:00-1:00 PM (midday), and 5:00-6:00 PM, and the Saturday 2-3 PM peak hours, the periods when demand from these development sites would be heaviest. Of these intersections, 53 are signalized and one is unsignalized.
This chapter describes in detail the existing traffic and parking conditions in the study area. Future conditions in the year 2015 without the proposed actions (the No-Action condition) are
Jamaica Plan EIS
16-2
then determined, including additional transportation-system demand and any changes in the roadways and parking supply expected by the year 2015. The increase in travel demand resulting from the proposed actions is then projected and added to the No-Action condition to develop the 2015 future with the proposed actions (the With-Action condition). Significant adverse impacts from project-generated trips are then identified, and described in detail.
B. EXISTING CONDITIONS
DATA COLLECTION
Manual turning movement counts were conducted at 54 locations in the traffic study areas in September/October 2005. Vehicle classification counts and speed surveys were also conducted at that time, as were field surveys of parking regulations, lane configurations and other physical and operational characteristics of the street network. In addition, ATR (Automatic Traffic Recorder) counts were conducted at key locations along major roadway corridors from Sunday, September 25, 2005 through Monday, October 3, 2005. Signal timing plans for signalized intersections within the study area were obtained from the New York City Department of Transportation (NYCDOT). Weekday off-street parking utilization and on-street parking supply within the area of the proposed actions were obtained from a report prepared by the New York City Department of City Planning (NYCDCP)1 where field data were collected in 2003 and updated in May/June 2005. On-street parking utilization data were supplemented by data collected on March 23, 2006 by PHA.
Figures 16-2 through 16-5 show the resulting 2005 base traffic volumes in the AM, midday, PM, Saturday midday peak hours, respectively.
VEHICULAR TRAFFIC
STREET NETWORK
The transportation network of the study area consists of local streets and arterials. This network is oriented as a complex grid pattern, containing 54 analyzed intersections. Avenues are generally oriented east-west and streets are generally oriented north-south. There are several sub-grids within the study area and travel between adjacent sub-grids is possible principally by using the major arterials. The major east-west arterials through the traffic study area are Hillside Avenue, Jamaica Avenue, Archer Avenue and Liberty Avenue. The major north-south streets through the traffic study area are the Van Wyck Expressway service road, Sutphin Boulevard, Parsons Boulevard, Guy R. Brewer Boulevard, and Merrick Boulevard. The traffic study area includes several terminal hubs for Metropolitan Transportation Authority bus routes (New York City Transit, MTA Bus Company, and Long Island Bus) connecting to subways, the Long Island Rail Road and JFK Airport AirTrain. These bus routes use all of the major arterials and many of the minor streets within the traffic study area and fan out to eastern Queens, northern Queens, northern Brooklyn, and Nassau County. The traffic study area is divided north-south by the elevated Long Island Rail Road tracks located on an embankment. The tracks are generally located between Archer Avenue and 94th Avenue/Liberty Avenue and separate the traffic study area. There are few connections that pass under the tracks over the 2 mile wide study area; they 1 New York City Department of City Planning, Jamaica Parking, Public Transportation and Pedestrian
Study: Technical Memorandum 3: Existing Conditions, January 27, 2006.
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST
169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH
PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV
157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBER
TY AV
WALTH
AM ST
SUTP
HIN BL
106TH
AV
105TH
AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E CT
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91S
T A
V
90TH
AV
144TH PL
143RD ST
94TH
AV
ARCH
ER A
V
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
LANDER ST
85TH
AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLAN
D AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85T
H D
R
87TH
AV
86TH
AV
138TH ST
87TH
RD
86T
H R
D
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87T
H D
R
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV
135TH ST
92N
D A
V132ND ST
91S
T A
V
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DENS
RD
ME
TRO
. AV
JAM
AIC
A A
V
Park
ing Lo
t96
0 23
379
968 6978
13766
177
4020452
1243244
833
193
10516519
9191051407
1980
10189
938
1423
86 889 64106
83185
1374
995
121161
78
105218
1205 91
150
140
816
160
6429185
1375
979
13871
102493
1305 73
65100 70
920
1262
6349
346
30530
58
6755 143
213 115
172152
316105
3051316
0 5936
504105
201
76
54133
152 35
141125
111
79 76359
397
151
64165
316
145
42136
90
322 8912
2837 350
17
41390
8211
2
345 42
454 90
100
88122
1711
5 34
45649
58
1620313
90 509 70
71 418 77
57
85331
35714
11 527
20 621
5318448
480 4269
6 107 48
0643
16016
435 6162
7 30
26116
261 435174 657
435
777
5482
417 10068
2 22
361095 82
13621
40
55
26
6935
2 101
635 58
405
7370 123
1945830
40656
166
71 209 141
15498
76251
32 244
8 234 97
1620731
644
110
564
107
518
35
67 582
154
65111126
592
6478168
49 469
44
53223114
1963
9
166
5575
72390
20253
00
62 531 13
659
16
323322
1958
030
250
378
534 102
27465
72
7679
2834
197 518
106
75597
27
16 67 31248
70485
1877568
117814
481
88
256
149
45
68
774
975
76 73629
38822
49
19591
84
31776
26
2960
22199
1116
32
85 159
635
813 31528
238
378
275
488
673
405
25474590
861
330
360
18
93 310
297715
150
265
245
246 23
4
634119
157
1027
327
147
170
477
672 11
1
430
108
517302
221567
217
150TH ST
35866
24
16
7
13287
154
87
54
3124
6
43923
8
9314
11
5
1016
5
4 16
73
85631
1001
101
225
854
830350
49
819120
146
724
5960
14
1053
74
12
54219
19
3520
64
1340 105
90
PARSONS
223
55
133RD ST
LIR
R
LIR
R
PARS
ONS B
L
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
239239
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
851
26168
7939
7 3
411721
1290
192
22 965
8814483
1172 90
1306
287
51
6472
950
19
432 35
413
4315
110
110243
90TH
AV
89TH
AV
MID
LAN
D 616
452
720
8
50913
LIB
ER
TY
AV
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168
TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- Ana
lyze
d In
ters
ectio
nLe
gend
:
Jam
aica
Pla
n E
IS20
05 E
xist
ing
Tra
ffic
Vol
umes
- A
M P
eak
Hou
rFi
gure
16-2
2/5/
07
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST
169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH
PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV
157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBER
TY AV
WALTH
AM ST
SUTP
HIN BL
106TH
AV
105TH
AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E CT
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91S
T A
V
90TH
AV
144TH PL
143RD ST
94TH
AV
ARCH
ER A
V
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
LANDER ST
85TH
AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLAN
D AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85T
H D
R
87TH
AV
86TH
AV
138TH ST
87TH
RD
86T
H R
D
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87T
H D
R
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV
135TH ST
92N
D A
V132ND ST
91S
T A
V
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DENS
RD
ME
TRO
. AV
JAM
AIC
A A
V
Park
ing Lo
t85
919
270
704 75
106
12864
249
3014657
936155
839
170
10918321
927791007
1284
125126
939
960
90 904 7055
64130
900
959
91128
90
80181
775 80
125
126
826 98
4515190
915
1006
18265
1080108
878 54
3139 37
900
799
8159
244
28928
65
5967 136
188 102
126106
199110
2321911
2 8929
34991
144
59
86188
130 44
12873
124
86 50163
414
95
92130
465
138
31523
77
324 7819
2933 259
10
42197
2884
404 44
317 54
86
80114
2450 18
35719
62
1120116
75 343 60
94 383 52
46
79256
44597
29 477
430
12
7512048
415 5350
9 92
41546
0
14131
372 7440
2 18
12858
118 38295 42
038
2
404
111119
429 72
363 23
50941 85
9028
10
2010
49
59
381 98
327 59
238
5968 142
5123221
30045
142
47 133 87
7446
53
160
26 204
12 213 51
3614135
400
110
370
95 343
26
37 445 81
2211157
422
46710342
50 344
68
5812665
235613
154
40610
15239
7271
2510
44 389 29
5313
37
252060
2144
521
195
312
399 93
21311
63
8995
1928
100 370
56
135243
18
28 47 14527
67285
3869460
76 460
258
53
247
1622
43
51
26623
43
40 52233
13625
39
12361
62
17945
18
3325
34202
653
60
50 105
521
609 33295
185
326
289
414
661
319
16370042
722
213
503
67
123
246
227807
118
297
324
301 20
5
51870
68
776357
130
131
305
559 13
243
76
436253
451350
193
150TH ST
19845
25
256
10250
99
80
38
5812
9
24717
5
13298
22
10
1419
511 12
93
67429
491
103
106
548
406148
59
545106
72
436
3223
35
3353
70
498
22
2
51719
23
896 67
65
PARSONS
180
42
133RD ST
LIR
R
LIR
R
PARS
ONS B
L
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
175193
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
460
2710
25 501
26
184514
766
57
24 859
647750
950 58
180
1041
17
1439
524
15
452 16
235
2510
8712954
90TH
AV
89TH
AV
MID
LAN
D 334
435
518
9
2044
LIB
ER
TY
AV
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168
TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- Ana
lyze
d In
ters
ectio
nLe
gend
:
Jam
aica
Pla
n E
IS20
05 E
xist
ing
Tra
ffic
Vol
umes
- M
idda
y P
eak
Hou
rFi
gure
16-3
2/5/
07
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST
169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH
PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV
157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBER
TY AV
WALTH
AM ST
SUTP
HIN BL
106TH
AV
105TH
AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E CT
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91S
T A
V
90TH
AV
144TH PL
143RD ST
94TH
AV
ARCH
ER A
V
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
LANDER ST
85TH
AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLAN
D AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85T
H D
R
87TH
AV
86TH
AV
138TH ST
87TH
RD
86T
H R
D
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87T
H D
R
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV
135TH ST
92N
D A
V132ND ST
91S
T A
V
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DENS
RD
ME
TRO
. AV
JAM
AIC
A A
V
Park
ing Lo
t74
414
187
778 70
101
290151
309
1898111
898194
1084 15
2
10510313
1176881025
1067
128143
1186
970
132
1097 8561
58104
960
1158
161141
101
98196
814 100
145
155
1050 11
4
48220123
963
1274
25696
1412118
918 79
7989 45
1386
954
11041
359
24130
49
8328 183
207 77
157121
24694
2772013
2 9029
47976
191
63
60289
169 62
20185
154
107
77240
450
101
135239
435
126
27027
91
360
139
104832 24
8
14
36296
6490
413 46
338 106
80
66164
4597 15
47042
57
212006
65 367 66
75 416 85
75
86354
72877
41 533
11 418
7113480
515 6953
0 114 51
5419
22538
416 13739
1 29
18128
172 425145 420
425
445
120125
421
129
393 35
120152
164
16320
0
5410
56
8243
0 111
346 56
475
6882 164
2240853
22934
153
77 153 87
11465
80235
27 223
13 252 131
1526437
586
166
468
123
511
26
58 502
205
4710475
620
54914340
60 498
100 90
140115
58101
7
208
4759
0328
3406
6317
77 554 39
4026
32
865478
3951
866
208
428
607 158
40539
63
7886
2622
186 316
105
96467
12
32 50 22722
79551
3697168
100519
335
55
460
2215
85
66
27762
42
61 66139
20943
38
266101
61
20870
33
3060
64313
935
92
60 175
737
837 56680
187
186
300
493
749
257
19373044
756
267
467
44
129
293
275813
182
267
382
366 19
6
808111
56
1336
322
111
209
428
694 60
450
74
481324
151450
187
150TH ST
26758
40
3614
21409
204
88
30
3123
1
35418
14
17444
15
4
1511
127 10
105
73689
801
143
293
869
541223
68
827115
100
683
5961
15
75810
31
3645
42
718
35
8
912 107
82
PARSONS
190
38
133RD ST
LIR
R
LIR
R
PARS
ONS B
L
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
208297
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
434
4915
39 488
34
38314
910
63
3413
28
6812286
1106 15
9
286
843
7165
612
71
559 12
1120
46
1840
99
177134
90TH
AV
89TH
AV
MID
LAN
D 417
659
052
1
27211
LIB
ER
TY
AV
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168
TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- Ana
lyze
d In
ters
ectio
nLe
gend
:
Jam
aica
Pla
n E
IS20
05 E
xist
ing
Tra
ffic
Vol
umes
- P
M P
eak
Hou
rFi
gure
16-4
2/5/
07
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST
169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH
PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV
157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBER
TY AV
WALTH
AM ST
SUTP
HIN BL
106TH
AV
105TH
AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E CT
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91S
T A
V
90TH
AV
144TH PL
143RD ST
94TH
AV
ARCH
ER A
V
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
LANDER ST
85TH
AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLAN
D AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85T
H D
R
87TH
AV
86TH
AV
138TH ST
87TH
RD
86T
H R
D
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87T
H D
R
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV
135TH ST
92N
D A
V132ND ST
91S
T A
V
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DENS
RD
ME
TRO
. AV
JAM
AIC
A A
V
767
14
206
847 7066
9394
240
229456
824148
891
124
8610716
96170912
1460
5488
975
894
64 922 4350
65107
895
972
14978
60
62238
785 80
152
134
905 82
4813072
901
1037
207116
1138106
869 80
4422 32
123
2
994
7850
246
19520
30
4414 115
142 88
14466
8030
2291017
0 100
12
30666
186
62
96261
154 44
11494
144
68 54226
258
89
10968
302
83
18450
64
314 5014
3034 350
4
24162
3846
350 42
284 88
88
44132
5465 19
38132
49
2017411
60 304 136
54 401 48
78126231
569126
28 555
8 470
949230
500 6249
0 86
50043
8
13820
435 8542
5 23
16113
112 484168 448
484
510
106130
514
100
488 16
44022 96
Park
ing Lo
t
6048
20
506
58
5648
6 72
448 56
424
5260 12
4
2817638
20044
138
38 86 78
6032
54
158
20 242
4 226 58
3220822
484
173
359
73 443
16
24 524 82
2011941
477
5449355
52 369
82
8810896
306612
140
48314
13282
7281
3010
42 377 34
3054
92
284672
5051
536
210
425
374 173
31442
79
9677
1130
105 256
51
76230
8
18 35 12827
86338
5666668
82 439
256
84
270
3420
66
66
24654
36
32 63226
13016
44
22688
82
22564
38
4036
54201
538
56
34 134
632
663 47330
183
315
272
403
639
278
27656436
707
271
299
200
302
321
69474
71
87283
463 63430
111
160
675358
125
127
340
627 18
7
235
61
476276
54753232
150TH ST
29314
18
146
6339
142
30
28
4012
2
3096
16
14363
16
14
48
102 4
72
86615
664
124
242
874
656134
94
828132
90
602
5416
38
63416
42
4426
30
554
32
4
829 98
46
PARSONS
200
46
133RD ST
LIR
R
LIR
R
PARS
ONS B
L
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
144271
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
647
1962
72 377 8
37324
985
63
1810
22
1445243
786 72
92 788
45
3235
680
12
467 6
417
1021
9553
66
90TH
AV
89TH
AV
MID
LAN
D 426
444
825
3
2765
LIB
ER
TY
AV
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168
TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- Ana
lyze
d In
ters
ectio
nLe
gend
:
Jam
aica
Pla
n E
IS20
05 E
xist
ing
Tra
ffic
Vol
umes
- S
atur
day
Mid
day
Pea
k H
our
Figu
re16
-5
2/5/
07
Chapter 16: Traffic and Parking
16-3
are at the Van Wyck Expressway service roads, 143rd Street, Sutphin Boulevard, 150th Street, 158th Street (northbound only), 160th Street (northbound only), Union Hall Street (pedestrians to York College only), Guy R. Brewer Boulevard, 165th Street, Merrick Boulevard, 168th Street, 170th Street, 177th street, and 183rd Street.
Pedestrian traffic is generally concentrated on the major arterials and streets within the core of the study area bounded by Sutphin Boulevard to the west, Hillside Avenue to the north, Merrick Boulevard to the east and Archer Avenue to the south.
A discussion of the street network within the study area is provided below (the major east-west arterials and streets followed by the north-south arterials and streets).
East-West Arterials and Streets Hillside Avenue is a major two-way arterial along the north side of the traffic study area with two moving lanes in each direction plus left turn lanes and parking. Hillside Avenue is approximately 70 feet in width extending from Lefferts Boulevard in Brooklyn and continuing east into Nassau County. Parking is generally permitted on both sides of the street. There are interchanges on Hillside Avenue to the Van Wyck Expressway (I-678) at the northwest corner of the area affected by the proposed actions, the Clearview Expressway (I-295) and Grand Central Parkway at 212th Street, and the Cross Island Parkway at 243rd Street. Approaching Parsons Boulevard, Hillside Avenue carries two-way traffic volumes of approximately 2,550 vehicles per hour (vph) during the AM peak hour, 2,050 vph during the midday peak hour, 2,400 vph during the PM peak hour, and 2,150 vph during the Saturday midday peak hour. There are numerous bus routes that traverse parts of Hillside Avenue in the traffic study area, including the Q1, Q2, Q3, Q17, Q20A, Q20B, Q31, Q36, Q40, Q43, Q44, Q65, Q75, Q76, Q77, Q110, Q111, Q112, Q113, X32, X68, N1, N2, N3, N6, N22, N22A, N24, and N26; however the Q43 is the primary local bus serving Hillside Avenue, providing service from Sutphin Boulevard east to the City Line. Between 168th Street and Francis Lewis Boulevard the curb lanes are reserved for buses and right turning vehicles weekdays from 7 to 9 AM westbound, and from 4 to 7 PM eastbound. The F subway line travels under Hillside Avenue with stations at Sutphin Boulevard, Parsons Boulevard, 169th Street, and 179th Street. Hillside Avenue is a through-truck route, which may be used by trucks that do not have a local destination.
Jamaica Avenue is also a major east-west two-way retail street through the center of the traffic study area. Jamaica Avenue ranges from approximately 40 to 70 feet in width within different sections of the traffic study area. The road extends to the west from Brooklyn, intersecting the Van Wyck Expressway, and continuing east to Nassau County where it changes to Jericho Turnpike. This arterial has one to two moving lanes, with the curb lane reserved for buses from 4 to 7 PM every day in each direction between 168th Street and Parsons Boulevard. Only buses and right turning vehicles may use the curb lane when the bus restriction is in effect. There is a raised median separating eastbound and westbound traffic between 172nd Street and 183rd Street. There are breaks in the median to allow for turning movements. Parking is not permitted on either side of the street during the day in the section containing bus lanes, but the curb lanes are often occupied by standing vehicles. Bus routes that use Jamaica Avenue are the Q6, Q8, Q9, Q24, Q25, Q30, Q31, Q41, Q44, Q54, Q56, Q65, and the Q110. Approaching Parsons Boulevard, two-way volumes on Jamaica Avenue are approximately 1,250 vph, 1,000 vph, 1,050 vph and 1,000 vph during the AM, midday, PM and Saturday midday peak hours, respectively. Jamaica Avenue is a local truck route east of Merrick Boulevard.
Jamaica Plan EIS
16-4
Archer Avenue is another primary two-way east-west street through the traffic study area with one to two moving lanes in each direction and limited parking. Archer Avenue ranges from 40 to 50 feet in width extending between the Van Wyck Expressway to the west and Merrick Boulevard to the east where it continues as 93rd Avenue eastward to 183rd Street. Archer Avenue carries two-way traffic volumes of approximately 1,300 vph in the AM peak hour, 900 vph in the midday peak hour, 1,200 vph in the PM peak hour, and 1,000 vph in the Saturday midday peak hour approaching Parsons Boulevard. A major bus hub is located along the curb lanes at Parsons Boulevard for the Q4, Q5, Q20A, Q20B, Q25, Q30, Q31, Q34, Q42, Q65, Q83, Q84, Q111, Q112, Q113 and N4 routes for transfers to/from the E, J and Z subway lines. Those subway lines travel westward from Parsons Boulevard under Archer Avenue with a station at Sutphin Boulevard at the Long Island Rail Road’s Jamaica Station and the terminal for the AirTrain to JFK Airport.
Liberty Avenue is an arterial along the south side of the traffic study area and extends from east to west from Farmers Boulevard in St. Albans to Mother Gaston Boulevard in Brownsville, Brooklyn. There are interchanges on Hillside Avenue to the Van Wyck Expressway (I-678). There are typically two moving lanes plus left turn lanes in each direction. It is approximately 50 feet in width within the traffic study area expanding to 75 feet between Merrick Boulevard and 157th Street where there is a center median and left turn lanes. Parking is permitted on both curb lanes. Limited stop buses use Liberty Avenue to bypass Archer Avenue traffic during rush hours. These routes include the Limited Stop Q4, Q5, Q83 and Q85 routes as well as the express route X64; the Q42 also uses Liberty Avenue. This arterial is also a local truck route for trucks with local destination to utilize. Liberty Avenue typically carries two-way traffic volumes of approximately 2,000-2,100 vph during the peak commuting hours (AM and PM peak hours), and approximately 1,300-1,400 vph during other peak hours (midday and Saturday midday) approaching Guy R. Brewer Boulevard.
Other local east-west streets of note within the traffic study area are 94th Avenue and 89th Avenue. 94th Avenue is the extension of Atlantic Avenue from to the west in Brooklyn, extending east to 150th Street, and it is a local truck route. The Van Wyck Expressway has an interchange at Atlantic Avenue. 89th Avenue is a one-way westbound local street extending between 171st Street to the east to 139th Street to the west. Local east-west traffic in the traffic study area is generally carried on the numbered avenues. These avenues have varied widths with some one-way and others two-way.
North-South Arterials and Streets The Van Wyck Expressway service roads transverses north-south along the Van Wyck Expressway from John F. Kennedy Airport at the south to Queens Boulevard at the north. The service road flanks the Van Wyck Expressway on both sides and provides access to the expressway’s entrance and exit ramps and is a through truck route. The service roads are approximately 33 feet wide and have three total lanes in both directions with very limited parking permitted along the right curb lanes. The southbound service road carries approximately 900 vph during the AM peak hour, 650 vph during the midday peak hour, 1,000 vph during the PM peak hour, and 950 vph during the Saturday midday peak hour approaching Jamaica Avenue, and the northbound service road carries approximately 1,150 vph during the AM peak hour, 950 vph during the midday peak hour, 1,250 vph during the PM peak hour, and 614 vph during the Saturday midday peak hour approaching Jamaica Avenue. No bus routes operate on the service road. The mainline Van Wyck Expressway is designated Interstate 678 and flows south to JFK Airport with interchanges to the Belt Parkway and Nassau Expressway. North of
Chapter 16: Traffic and Parking
16-5
the area affected by the proposed actions, the expressway interchanges with the Grand Central Parkway and Long Island Expressway (I-495). I-678 continues north and changes to the Whitestone Expressway in Flushing, and over the Bronx-Whitestone Bridge to the Bronx.
Sutphin Boulevard is one of several major north-south streets through the center of the traffic study area. It traverses two-way, north to south, from Hillside Avenue until it terminates at Rockaway Boulevard in South Jamaica. Access to the Belt Parkway is reached via Sutphin Boulevard to the south. It is approximately 40 feet in width and typically has one moving lane and one parking lane in each direction. The section of Sutphin Boulevard in the vicinity of the Jamaica AirTrain station widens to a width of approximately 60 feet and parking here is not permitted to allow for two to three moving lanes and bus routes. The bus routes that traverse Sutphin Boulevard include the Q6, Q8, Q9, Q20A, Q20B, Q40, Q41, Q43, Q44, and Q60. The station for the Jamaica Air Train to JFK Airport as well as the Jamaica LIRR station are located on the west side of Sutphin Boulevard between Archer Avenue and 94th Avenue. Approaching Archer Avenue, Sutphin Boulevard carries approximately 1,000 vph, 800 vph, 750 vph and 600 during the AM, midday, PM and Saturday midday peak hours, respectively.
Parsons Boulevard is two-way and approximately 50 feet wide with two travel lanes in each direction, traversing from the Long Island Expressway (Interstate 495) eastbound service road to the north, to Archer Avenue to the south where it ends. Parking is generally not permitted on either side of the street over the section of Parsons Boulevard within the traffic study area to allow for commuter van and bus routes. There are several bus routes that traverse Parsons Boulevard in the traffic study area, including the Q25, Q34, Q65, Q110, Q111, Q112, and the Q113. The Q25 and Q34 use Parsons Boulevard to travel north to and from Flushing and College Point. Parsons Boulevard carries two-way traffic volumes of 900 vph, 700 vph, 850 vph and 600 vph approaching 89th Avenue during the AM, midday, PM and Saturday midday peak hours, respectively.
Merrick Boulevard is a major arterial entering the traffic study area traversing north to south from Hillside Avenue to Hook Creek Boulevard in Valley Stream, Nassau County. It is one-way southbound between Hillside Avenue and Liberty Avenue, becoming a two-way arterial south of Liberty Avenue. Merrick Boulevard feeds into 168th Street northbound at Liberty Avenue, which is one-way northbound. South of Liberty Avenue, Merrick Boulevard is approximately 70 feet in width, with two moving lanes and one parking lane in each direction. This arterial is a truck route for local deliveries. The bus routes that traverse Merrick Boulevard include the Q1, Q2, Q3, Q4, Q5, Q9A, Q17, Q20A, Q20B, Q36, Q44, Q75, Q76, Q77, Q84, Q85, X32, N1, N2, N3, N4, N6, N22, N22A, N24, and N26. The 165th Street Bus Terminal is located at the southwest corner of 89th Avenue and Merrick Boulevard. The two-way volumes along Merrick Boulevard approaching 108th Avenue are approximately 1,700 vph, 1,100 vph, 1,550 vph and 1,300 vph during the AM, midday, PM and Saturday midday peak hours, respectively.
Guy R. Brewer Boulevard is a principal arterial entering the traffic study area traversing north to south from Jamaica Avenue to Rockaway Boulevard in Springfield Gardens. At approximately 40 feet in width, Guy R. Brewer Boulevard typically has one moving lane and one parking lane in each direction within the traffic study area. This road connects to the Belt Parkway to the south. Guy R. Brewer Boulevard is a local truck route south of Liberty Avenue and also accommodates the Q111, Q112, and Q113 bus routes. Guy R. Brewer Boulevard carries approximately 650 vph, 550 vph, 800 vph and 650 vph approaching Liberty Avenue during the AM, midday, PM and Saturday midday peak hours, respectively.
Jamaica Plan EIS
16-6
Queens Boulevard is a short (1 block between Hillside Avenue and Jamaica Avenue) and minor road within the traffic study area, but is a major arterial within Queens providing access to the traffic study area. It traverses north to south within the traffic study area but is generally oriented east-west from Jackson Avenue in Long Island City to Jamaica Avenue. Approaching Hillside Avenue from the north, it typically has three moving lanes and one parking lane in each direction and raised medians separate the through movements. This section of Queens Boulevard is approximately 112 feet in width, including the median. South of Hillside Avenue it narrows to about 45 feet in width with no median. The bus routes along this section include the Q20A, Q20B, Q44, Q60, and the X68. The E subway line has a stop underneath Queens Boulevard at the Van Wyck Expressway. Approximately 700 vph during the AM peak hour and midday peak hours, 1,000 during the PM peak hour, and 600 vph during the Saturday midday peak hour approach Hillside Avenue on Queens Boulevard.
Local north-south traffic in the traffic study area is generally carried on the numbered streets. These streets have varied widths with some streets with one-way traffic and other streets with two-way traffic.
BICYCLE FACILITIES
There are no existing bicycle facilities within the study area. The NYCDOT 2006 NYC Cycling Map identifies a number of recommended bicycle routes through the area affected by the proposed actions. These include portions of Archer Avenue (Guy R. Brewer Boulevard to 183rd Street), 94th Avenue/Atlantic Avenue (west of 150th Street), 157th Street (south of Liberty Avenue), and the streets around Rufus King Park.
CAPACITY ANALYSIS METHODOLOGY
The capacity analyses at study area intersections are based on the methodology presented in the 2000 Highway Capacity Manual (HCM) using the Highway Capacity Software Release 4.1f. Traffic data required for these analyses include volumes on each approach and various other physical and operational characteristics. Signal timing plans for each signalized intersection were obtained from NYCDOT. Field inventories were conducted to document curbside parking regulations, vehicle classifications and other relevant characteristics needed for the analysis.
The HCM methodology provides a volume-to-capacity (v/c) ratio for each signalized intersection approach. The v/c ratio represents the traffic volumes on an approach to the approach’s carrying capacity. At a v/c ratio of between 0.95 and 1.0, near-capacity conditions are reached and delays can become substantial. Ratios of greater than 1.05 indicate saturated conditions with queuing. The HCM methodology also expresses quality of flow in terms of level of service (LOS), which is based on the amount of delay that a driver typically experiences at an intersection. Levels of service range from A, with minimal delay (10 seconds or less per vehicle), to F, which represents long delays (80 seconds or greater per vehicle).
For unsignalized intersections, the HCM methodology generally assumes that major street traffic is not affected by minor street flow. Left turns from the major street are assumed to be affected by the opposing, or oncoming major street flow. Minor street traffic is affected by all conflicting movements. Similar to signalized intersections, the HCM methodology expresses the quality of flow at unsignalized intersections in terms of level of service based on the amount of delay that a driver experiences. This relationship differs somewhat from the criteria used for signalized intersections, primarily because drivers expect different levels of performance from the two different types of transportation facilities. For unsignalized intersections, levels of service range
Chapter 16: Traffic and Parking
16-7
from A, with minimal delay (10 seconds per vehicle), to F, which represents longer delay (50 seconds or greater per vehicle).
Table 16-1 shows the LOS/delay relationship for signalized and unsignalized intersections using the HCM methodology. Levels of service A, B and C generally represent highly favorable to fair levels of traffic flow; at LOS D the influence of congestion becomes noticeable; LOS E is considered to be the limit of acceptable delay; and LOS F is considered to be unacceptable to most drivers. In this study, a signalized lane grouping operating at LOS E or F or a v/c ratio of 0.90 or above is identified as congested. For unsignalized intersections, a movement with LOS E or worse is also identified as congested.
Table 16-1 Roadway Level of Service (LOS) Criteria
Level of Service
Average Delay per Vehicle (seconds)
For Signalized Intersections
Average Delay per Vehicle (seconds)
For Unsignalized Intersections
A less than or equal to 10.0 less than or equal to 10.0 B > 10.0 to 20.0 > 10.0 to 15.0 C > 20.0 to 35.0 > 15.0 to 25.0 D > 35.0 to 55.0 > 25.0 to 35.0 E > 55.0 to 80.0 > 35.0 to 50.0 F greater than 80.0 greater than 50.0
Source: 2000 Highway Capacity Manual
Tables 16-2 and 16-3 show the results of the capacity analysis at the 53 signalized and 1 unsignalized intersections, respectively, in the four peak hours analyzed. The tables highlight those intersection movements that operate at LOS E or F and/or have a high v/c ratio (generally above 0.90 and above). The following section identifies those intersections experiencing congestion in one or more peak hours.
Signalized Intersections Table 16-2 shows the results of the 2005 Existing conditions capacity analysis at the 53 analyzed signalized intersections in the weekday AM, midday and PM, and Saturday midday peak hours. The table shows that 27 of the 53 analyzed signalized intersections have one or more congested movements in one or more peak hours. The commuter oriented AM peak hour has the greatest number of signalized intersections with one or more congested movements with 24 intersections. There are 12 intersections with one or more congested movements in the PM peak hour, 5 intersections in the midday peak hour and 5 intersections in the Saturday midday peak hour. The locations with congestions are discussed more fully below, by east-west corridor:
Hillside Avenue Corridor
Hillside Avenue is the most heavily traveled corridor within the traffic study area with traffic at its highest during the AM and PM peak commuting hours. Hillside Avenue connects Brooklyn, the Van Wyck Expressway, the Clearview Expressway and Nassau County, and is also heavily used by buses.
In the AM peak hour, traffic along Hillside Avenue is heavy in both directions, but is heaviest westbound toward the Van Wyck Expressway. Poor levels of service occur at one or more
Table 16-2: 2005 Existing Traffic Conditions at Signalized Intersections
2005 ExistingWeekday AM Peak Hour Weekday MD Peak Hour Weekday PM Peak Hour Saturday MD Peak Hour
Signalized Lane V/C DELAY LOS V/C DELAY LOS V/C DELAY LOS V/C DELAY LOSIntersection Group RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH)
1) Hillside Avenue (E-W) @ EB-TR 0.84 42.3 D 0.51 19.3 B 0.84 41.5 D 0.58 20.5 C Van Wyck Expwy Southbound WB-L 1.01 102.1 F * 0.60 23.8 C 1.03 106.7 F * 0.66 28.9 C Service Road (SB) WB-T 0.34 18.7 B 0.22 8.1 A 0.31 18.3 B 0.21 8.1 A
SB-LTR 0.71 31.4 C 0.74 33.9 C 0.62 29.2 C 0.79 35.4 D
2) Hillside Avenue (E-W) @ EB-L 0.81 44.6 D 0.45 18.5 B 0.64 33.4 C 0.59 23.6 C Van Wyck Expwy Northbound EB-T 0.46 12.6 B 0.37 9.3 A 0.38 11.5 B 0.37 9.3 A Service Road (NB) WB-T 0.47 20.6 C 0.48 18.8 B 0.48 20.7 C 0.48 18.8 B
WB-R 0.67 27.7 C 0.55 22.0 C 0.39 20.2 C 0.50 20.7 C NB-LTR 0.89 49.6 D 0.75 33.6 C 0.76 42.6 D 0.77 34.3 C
3) Hillside Avenue (E-W) @ EB-L 0.50 27.3 C 0.97 113.5 F * 0.77 65.8 E * 0.60 50.0 D Queens Boulevard (N-S) EB-TR 0.69 22.5 C 0.70 35.2 D 0.76 37.4 D 0.85 42.0 D
WB-L 0.18 16.7 B 0.17 28.0 C 0.15 27.7 C 0.23 32.8 C WB-T 0.62 20.6 C 0.74 36.6 D 0.63 33.1 C 0.69 34.7 C WB-R 0.56 21.1 C 0.55 33.4 C 0.37 29.2 C 0.43 30.5 C NB-L 0.27 42.8 D 0.20 33.4 C 0.48 41.8 D 0.20 33.4 C NB-TR 0.77 60.1 E * 0.39 36.3 D 0.25 33.7 C 0.26 33.9 C SB-L 0.32 27.8 C 0.29 15.2 B 0.32 15.3 B 0.27 14.7 B SB-TR 0.31 27.7 C 0.20 14.6 B 0.45 18.2 B 0.21 14.7 B
4) Hillside Avenue (E-W) @ EB-T 0.50 15.8 B 0.49 15.8 B 0.62 18.0 B 0.52 16.2 B Sutphin Boulevard (N-S) EB-R 0.28 13.5 B 0.24 13.1 B 0.21 12.7 B 0.18 12.3 B
WB-L 0.62 27.1 C 0.39 16.8 B 0.58 32.6 C 0.39 18.7 B WB-T 0.67 11.9 B 0.50 9.2 A 0.47 8.8 A 0.44 8.4 A NB-L 0.61 52.8 D 0.66 55.2 E * 0.38 45.4 D 0.40 45.6 D NB-R 0.47 48.7 D 0.47 48.8 D 0.47 48.9 D 0.39 46.1 D
5) Hillside Avenue (E-W) @ EB-T 0.50 9.2 A 0.49 9.1 A 0.61 10.7 B 0.51 9.3 A 148th Street-South (N-S) WB-T 0.77 14.4 B 0.51 9.3 A 0.51 9.2 A 0.47 8.8 A
NB-LR 0.73 58.5 E * 0.93 83.9 F * NB-L 0.44 44.9 D 0.54 48.6 D NB-R 0.44 45.4 D
6) Hillside Avenue (E-W) @ EB-L 0.90 82.7 F * 0.39 14.3 B 0.57 20.7 C 0.25 10.9 B 150th Street (N-S) EB-T 0.50 11.9 B 0.49 11.6 B 0.58 12.9 B 0.50 11.7 B
EB-R 0.08 8.0 A 0.09 8.0 A 0.10 8.1 A 0.05 7.7 A WB-L 0.43 15.1 B 0.27 11.3 B 0.55 21.4 C 0.42 14.9 B WB-TR 0.85 21.3 C 0.56 12.7 B 0.57 12.9 B 0.50 11.9 B SB-LTR 0.88 64.3 E * 0.58 44.7 D 0.52 42.8 D 0.54 43.5 D
7) Hillside Avenue (E-W) @ EB-T 0.59 13.4 B 0.54 12.5 B 0.64 14.2 B 0.55 12.5 B 153rd Street (NB) WB-T 0.74 16.7 B 0.48 11.4 B 0.50 11.7 B 0.47 11.3 B
NB-L 0.52 44.5 D 0.41 41.2 D 0.27 37.9 D 0.26 37.9 D NB-R 0.38 40.5 D 0.28 38.4 D NB-LR 0.32 39.1 D 0.48 43.1 D
NB-R 0.35 39.9 D
8) Hillside Avenue (E-W) @ EB-L 0.74 68.2 E * 0.45 28.8 C 0.56 36.5 D 0.50 33.9 C Parsons Boulevard (N-S) EB-T 0.65 23.4 C 0.62 22.8 C 0.77 27.3 C 0.68 24.2 C
EB-R 0.34 18.8 B 0.20 16.5 B 0.22 16.8 B 0.17 16.0 B WB-L 0.31 23.3 C 0.27 20.7 C 0.40 31.4 C 0.29 24.2 C WB-TR 1.03 59.8 E * 0.74 26.7 C 0.78 28.2 C 0.78 28.0 C NB-L 0.37 39.2 D 0.23 34.8 C 0.43 40.6 D 0.29 37.1 D NB-T 0.81 55.7 E * 0.40 37.1 D 0.56 41.3 D 0.34 35.5 D NB-R 0.28 35.0 C 0.30 35.5 D 0.39 37.5 D 0.24 34.0 C SB-L 0.61 54.7 D 0.43 40.5 D 0.55 46.9 D 0.28 35.6 D SB-T 0.61 43.5 D 0.49 39.6 D 0.50 39.6 D 0.65 44.8 D SB-R 0.35 36.6 D 0.27 34.9 C 0.32 35.6 D 0.21 33.6 C
9) Hillside Avenue (E-W) @ EB-T 0.54 12.4 B 0.53 12.2 B 0.65 14.3 B 0.54 12.3 B 161st Street (NB) WB-T 0.74 16.7 B 0.48 11.6 B 0.50 11.8 B 0.47 11.4 B
NB-L 0.23 37.4 D 0.21 37.0 D 0.25 37.6 D 0.38 40.5 D NB-R 0.44 41.9 D 0.57 45.9 D NB-LR 0.36 40.0 D 0.66 50.2 D
NB-R 0.51 44.4 D
10) Hillside Avenue (E-W) @ EB-TR 0.63 11.2 B 0.64 11.3 B 0.79 15.4 B 0.66 11.7 B 162nd Street (SB) WB-L 0.37 12.2 B 0.29 10.4 B 0.71 41.3 D 0.50 17.8 B
WB-T 0.71 12.8 B 0.47 8.8 A 0.48 8.9 A 0.46 8.7 A SB-LTR 0.78 61.0 E * 0.35 42.8 D 0.68 54.1 D 0.34 42.6 D
Abbreviations:EB-Eastbound, WB-Westbound, NB-Northbound, SB-SouthboundL-Left, T-Through, R-Right, DfL-Defacto Left, E-W: East-West Roadway, N-S: North-South RoadwayV/C Ratio - Volume to Capacity RatioSEC/VEH - Seconds per VehicleLOS - Level of Service* - Denotes Congested Location (LOS E or F, or v/c ratio > 0.90)
February 5, 2007
Table 16-2 (Continued): 2005 Existing Traffic Conditions at Signalized Intersections
2005 ExistingWeekday AM Peak Hour Weekday MD Peak Hour Weekday PM Peak Hour Saturday MD Peak Hour
Signalized Lane V/C DELAY LOS V/C DELAY LOS V/C DELAY LOS V/C DELAY LOSIntersection Group RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH)
11) Hillside Avenue (E-W) @ EB-T 0.50 9.2 A 0.47 8.8 A 0.70 12.5 B 0.64 11.2 B 165th Street-South (NB) WB-T 0.63 11.1 B 0.39 8.0 A 0.46 8.7 A 0.49 8.9 A
NB-L 0.19 40.0 D 0.22 40.6 D 0.16 39.3 D 0.20 40.1 D NB-R 0.29 42.3 D 0.36 44.2 D 0.49 48.2 D 0.36 44.2 D
12) Hillside Avenue (E-W) @ EB-L 0.22 10.8 B 0.08 6.2 A 0.13 6.9 A 0.08 6.4 A 178th Street (NB) EB-T 0.51 9.3 A 0.43 8.4 A 0.65 11.4 B 0.51 9.3 A
WB-TR 0.76 14.2 B 0.41 8.1 A 0.47 8.8 A 0.52 9.3 A NB-LTR 0.95 83.2 F * 0.57 48.4 D 0.81 62.4 E * 0.75 57.5 E *SB-LR 0.32 43.8 D 0.17 39.8 D 0.33 44.1 D 0.14 39.2 D
13) Hillside Avenue (E-W) @ EB-L 0.98 91.6 F * 0.74 43.0 D 0.81 53.5 D 0.55 24.5 C 180th Street/Midland Pkwy (SBEB-TR 0.65 11.6 B 0.50 9.1 A 0.61 10.7 B 0.42 8.2 A
WB-TR 0.83 16.7 B 0.62 10.9 B 0.57 10.1 B 0.44 8.4 A SB-L 0.31 41.5 D 0.15 38.8 D 0.36 42.6 D 0.15 38.9 D SB-R 0.93 84.8 F * 0.49 47.0 D 0.66 54.2 D 0.37 43.7 D
14) 89th Avenue (WB) WB-LTR 0.77 34.0 C 0.71 29.8 C 0.74 30.7 C 0.45 21.2 C Sutphin Boulevard (N-S) NB-LT 0.46 9.2 A 0.42 8.6 A 0.38 8.2 A 0.29 7.3 A
SB-TR 0.57 10.9 B 0.42 8.6 A 0.52 9.9 A 0.36 7.9 A
15) 89th Avenue (WB) WB-LT 0.58 16.6 B 0.48 14.4 B 0.44 13.7 B 0.37 12.8 B 150th Street (SB) SB-TR 0.60 17.3 B 0.42 13.7 B 0.50 15.0 B 0.38 13.1 B
16) 89th Avenue (WB) @ WB-TR 0.44 13.6 B 0.32 12.1 B 0.31 12.0 B 0.35 12.4 B 153rd Street (NB) NB-LT 0.61 16.4 B 0.44 13.5 B 0.48 14.0 B 0.16 10.6 B
17) 89th Avenue (WB) @ WB-LTR 0.58 23.3 C 0.50 21.3 C 0.52 21.4 C 0.59 22.8 C Parsons Boulevard (N-S) NB-LT 0.32 7.0 A 0.24 6.4 A 0.28 6.6 A 0.22 6.2 A
SB-T 0.62 11.1 B 0.42 8.1 A 0.54 9.6 A 0.37 7.5 A SB-R 0.15 5.9 A 0.13 5.8 A 0.10 5.6 A 0.09 5.6 A
18) 89th Avenue (WB) @ WB-TR 0.40 13.0 B 0.27 11.5 B 0.32 12.0 B 0.32 12.0 B 161st Street (NB) NB-LT 0.29 11.8 B 0.41 13.3 B 0.51 14.8 B 0.56 15.5 B
19) 89th Avenue (WB) @ WB-LT 0.30 11.9 B 0.26 11.5 B 0.33 12.2 B 0.29 11.7 B 162nd Street (SB) SB-TR 0.42 13.4 B 0.31 12.0 B 0.43 13.4 B 0.33 12.3 B
20) 89th Avenue (WB) @ WB-TR 0.32 12.3 B 0.33 12.3 B 0.39 13.0 B 0.32 12.1 B 163rd Street (NB) NB-LT 0.64 17.4 B 0.31 12.0 B 0.46 13.8 B 0.42 13.3 B
21) Jamaica Avenue (E-W) @ EB-T 0.35 17.8 B 0.40 18.6 B 0.45 19.5 B 0.59 22.6 C Van Wyck Expwy Southbound EB-R 0.38 18.5 B 0.31 17.3 B 0.28 16.7 B 0.09 14.5 B Service Road (SB) WB-L 0.46 15.8 B 0.55 19.8 B 0.47 19.3 B 0.19 17.8 B
WB-T 0.26 9.5 A 0.34 10.4 B 0.36 10.4 B 0.28 9.7 A SB-LTR 0.84 48.6 D 0.58 40.3 D 0.86 49.6 D 0.66 42.1 D
22) Jamaica Avenue (E-W) @ EB-L 0.18 14.0 B 0.27 20.2 C 0.25 18.1 B 0.48 17.8 BVan Wyck Expwy Northbound EB-T 0.34 10.4 B 0.25 9.3 A 0.28 9.6 A 0.32 10.0 A Service Road (NB) WB-T 0.53 21.5 C 0.74 28.9 C 0.61 23.2 C 0.42 18.9 B
WB-R 0.03 13.8 B 0.11 14.7 B 0.06 14.2 B 0.31 17.3 B NB-LTR 1.00 69.6 E * 1.01 71.5 E * 1.03 76.5 E * 0.55 39.5 D
23) Jamaica Avenue (E-W) @ EB-LT 0.67 29.2 C 0.61 27.4 C 0.60 26.9 C 0.36 22.0 C Queens Boulevard (N-S) WB-T 0.49 25.2 C 0.72 32.7 C 0.59 27.5 C 0.44 24.0 C
WB-R 0.28 21.5 C 0.27 21.2 C 0.22 20.3 C 0.15 19.5 B SB-L 0.25 20.7 C 0.19 19.9 B 0.35 22.3 C 0.10 18.8 B SB-R 0.11 18.9 B 0.16 19.5 B 0.23 20.5 C 0.19 20.0 B
24) Jamaica Avenue (E-W) @ EB-LTR 0.67 30.7 C 0.66 30.4 C 0.75 34.0 C 0.57 27.2 C Sutphin Boulevard (N-S) WB-LTR 0.68 30.8 C 0.56 27.5 C 0.56 27.2 C 0.68 30.9 C
NB-LTR 0.58 26.2 C 0.41 22.8 C 0.40 22.8 C 0.33 21.6 C SB-LTR 0.47 24.0 C 0.25 20.4 C 0.33 21.5 C 0.18 19.6 B
25) Jamaica Avenue (E-W) @ EB-T 0.42 13.8 B 0.49 15.0 B 0.47 14.5 B 0.41 13.5 B 150th Street (N-S) EB-R 0.07 9.8 A 0.07 9.8 A 0.07 9.8 A 0.06 9.7 A
WB-LT 0.98 53.9 D * 0.66 21.1 C 0.86 35.3 D 0.72 24.0 C NB-LR 0.97 93.9 F * 0.48 40.3 D 0.77 60.3 E * 0.39 37.4 D SB-LT 0.51 38.2 D 0.46 36.8 D 0.53 38.6 D 0.42 35.9 D SB-R 0.31 33.9 C 0.26 32.9 C 0.24 32.5 C 0.27 33.2 C
Abbreviations:EB-Eastbound, WB-Westbound, NB-Northbound, SB-SouthboundL-Left, T-Through, R-Right, DfL-Defacto Left, E-W: East-West Roadway, N-S: North-South RoadwayV/C Ratio - Volume to Capacity RatioSEC/VEH - Seconds per VehicleLOS - Level of Service* - Denotes Congested Location (LOS E or F, or v/c ratio > 0.90)
February 5, 2007
Table 16-2 (Continued): 2005 Existing Traffic Conditions at Signalized Intersections
2005 ExistingWeekday AM Peak Hour Weekday MD Peak Hour Weekday PM Peak Hour Saturday MD Peak Hour
Signalized Lane V/C DELAY LOS V/C DELAY LOS V/C DELAY LOS V/C DELAY LOSIntersection Group RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH)
26) Jamaica Avenue (E-W) @ EB-L 0.37 22.3 C 0.30 17.9 B 0.24 17.6 B 0.16 16.2 B Parsons Boulevard (N-S) EB-T 0.64 25.3 C 0.54 21.2 C 0.55 22.4 C 0.55 22.3 C
EB-R 0.16 15.8 B 0.10 14.3 B 0.15 15.7 B 0.09 14.9 B WB-L 0.30 19.6 B 0.23 17.0 B 0.24 18.0 B 0.54 26.8 C WB-T 0.85 37.7 D 0.56 22.4 C 0.54 22.3 C 0.48 21.0 C WB-R 0.19 16.3 B 0.15 15.1 B 0.12 15.4 B 0.12 15.4 B NB-LTR 0.15 28.4 C 0.15 29.0 C 0.21 29.3 C 0.25 29.8 C SB-LTR 0.67 39.1 D 0.56 36.1 D 0.68 39.2 D 0.68 39.6 D
27) Jamaica Avenue (E-W) @ EB-L 0.05 9.1 A 0.08 9.3 A 0.11 9.6 A 0.09 9.4 A 160th Street (NB) EB-T 0.70 19.7 B 0.58 16.1 B 0.61 16.6 B 0.66 17.9 B
WB-T 0.82 25.9 C 0.57 15.9 B 0.49 14.0 B 0.59 16.1 B WB-R 0.03 8.7 A 0.02 8.6 A 0.02 8.6 A 0.01 8.5 ANB-LTR 0.39 35.5 D 0.62 43.4 D 0.39 35.5 D 0.58 41.9 D
28) Jamaica Avenue (E-W) @ EB-T 0.60 16.0 B 0.54 18.7 B 0.56 14.8 B 0.63 20.8 C Union Hall / 162nd St (SB) EB-R 0.07 8.6 A 0.09 12.1 B 0.09 8.8 A 0.10 12.2 B
WB-T 1.01 58.9 E * 0.85 36.6 D 0.61 17.0 B 0.77 28.7 C SB-LTR 0.35 41.6 D 0.25 34.0 C 0.52 45.2 D 0.24 33.9 C
29) Jamaica Avenue (E-W) @ EB-LT 0.52 12.2 B 0.41 10.4 B 0.43 10.6 B 0.46 11.1 B 163rd Street (NB) / EB-R 0.11 7.6 A 0.13 7.7 A 0.22 8.6 A 0.14 7.8 AGuy R Brewer (N-S) WB-LT 0.81 22.4 C 0.51 12.3 B 0.46 11.3 B 0.52 12.3 B
WB-R 0.25 8.8 A 0.14 7.7 A 0.19 8.1 A 0.23 8.6 ANB-LTR 0.76 54.8 D 0.54 44.5 D 0.60 46.8 D 0.53 44.4 D
30) Jamaica Avenue (E-W) @ EB-T 0.49 9.5 A 0.42 10.6 B 0.54 20.3 C 0.52 12.0 B 164th Street (SB) WB-T 0.87 23.6 C 0.48 11.7 B 0.57 21.2 C 0.58 13.3 B
SB-L 0.32 43.3 D 0.37 40.3 D 0.25 27.0 C 0.42 41.5 D SB-R 0.28 43.2 D 0.46 43.7 D 0.32 28.6 C 0.45 43.6 D
31) Jamaica Avenue (E-W) @ EB-T 0.47 9.2 A 0.44 8.8 A 0.53 20.1 C 0.51 9.7 A 165th Street (SB) EB-R 0.14 6.1 A 0.09 5.7 A 0.21 14.9 B 0.13 5.9 A
WB-LT 0.80 18.9 B 0.45 9.1 A 0.59 21.9 C 0.55 10.5 B NB-LTR 0.44 45.2 D 0.32 42.8 D 0.31 27.8 C 0.23 41.1 D
32) Jamaica Avenue (E-W) @ EB-T 0.51 20.0 B 0.52 19.9 B 0.54 20.4 C 0.64 22.9 C Merrick Boulevard (SB) EB-R 0.19 14.7 B 0.17 14.4 B 0.18 14.5 B 0.12 13.8 B
WB-LT 0.97 53.7 D * 0.66 25.0 C 0.61 22.8 C 0.85 36.5 D SB-LTR 0.48 30.0 C 0.33 27.5 C 0.57 31.9 C 0.52 30.8 C
33) Jamaica Avenue (E-W) @ EB-TR 0.27 6.7 A 0.25 6.5 A 0.28 6.7 A 0.24 6.4 A 180th Street WB-LT 0.58 9.9 A 0.32 7.1 A 0.41 7.9 A 0.38 7.6 A
NB-LR 0.09 39.3 D 0.17 40.6 D 0.19 41.5 D 0.11 39.4 D SB-LTR 0.69 56.7 E * 0.25 41.5 D 0.66 54.8 D 0.43 45.7 D
34) Archer Avenue (E-W) @ EB-L 0.28 23.1 C 0.17 21.0 C 0.32 24.0 C 0.13 20.1 C Sutphin Boulevard (N-S) EB-T 0.51 26.8 C 0.30 22.3 C 0.36 23.4 C 0.19 20.6 C
EB-R 0.40 24.6 C 0.23 21.4 C 0.24 21.6 C 0.20 20.8 C WB-LT 0.65 33.6 C 0.52 27.4 C 0.62 30.9 C 0.46 25.5 C WB-R 0.20 21.0 C 0.17 20.5 C 0.21 21.1 C 0.15 20.3 C NB-LTR 0.75 26.5 C 0.54 20.6 C 0.48 19.7 B 0.44 19.0 B SB-LTR 0.47 19.1 B 0.27 16.5 B 0.42 18.4 B 0.23 16.1 B
35) Archer Avenue (E-W) @ EB-LTR 0.61 23.2 C 0.45 19.2 B 0.69 26.0 C 0.44 18.9 B 150th Street (N-S) WB-L 0.99 75.8 E * 0.49 22.3 C 0.89 54.3 D 0.51 23.0 C
WB-TR 0.51 20.8 C 0.37 18.0 B 0.41 18.7 B 0.43 18.8 B NB-LTR 0.54 22.0 C 0.25 17.2 B 0.40 19.3 B 0.22 16.8 B SB-LTR 0.51 27.6 C 0.47 27.2 C 0.61 30.1 C 0.56 29.2 C
36) Archer Avenue (E-W) @ EB-L 0.44 17.6 B 0.33 14.1 B 0.57 21.2 C 0.57 20.6 C Parsons Boulevard (N-S) EB-T 0.72 20.7 C 0.51 15.4 B 0.57 16.5 B 0.47 14.6 B
WB-T 0.43 13.2 B 0.28 11.7 B 0.37 12.5 B 0.34 12.2 B SB-L 0.50 27.1 C 0.40 25.0 C 0.58 28.7 C 0.56 28.3 C SB-R 0.40 24.5 C 0.29 22.8 C 0.32 23.2 C 0.24 22.1 C
37) Archer Avenue (E-W) @ EB-LT 1.03 59.1 E * 0.63 14.6 B 0.82 23.3 C 0.67 15.3 B 160th Street (NB) EB-R 0.24 8.7 A 0.12 7.5 A 0.31 9.4 A 0.11 7.5 A
WB-LTR 0.80 28.3 C 0.46 18.3 B 0.65 22.1 C 0.51 19.0 B NB-LTR 0.64 35.2 D 0.38 29.1 C 0.46 30.6 C 0.37 28.9 C
38) Archer Avenue (E-W) @ EB-T 0.87 30.4 C 0.58 16.6 B 0.71 20.6 C 0.64 18.0 B Union Hall Street (SB) WB-T 0.47 13.9 B 0.52 15.5 B 0.44 13.4 B 0.59 16.9 B
SB-LR 0.36 24.5 C 0.34 24.2 C 0.42 25.6 C 0.36 24.5 C
Abbreviations:EB-Eastbound, WB-Westbound, NB-Northbound, SB-SouthboundL-Left, T-Through, R-Right, DfL-Defacto Left, E-W: East-West Roadway, N-S: North-South RoadwayV/C Ratio - Volume to Capacity RatioSEC/VEH - Seconds per VehicleLOS - Level of Service* - Denotes Congested Location (LOS E or F, or v/c ratio > 0.90)
February 5, 2007
Table 16-2 (Continued): 2005 Existing Traffic Conditions at Signalized Intersections
2005 ExistingWeekday AM Peak Hour Weekday MD Peak Hour Weekday PM Peak Hour Saturday MD Peak Hour
Signalized Lane V/C DELAY LOS V/C DELAY LOS V/C DELAY LOS V/C DELAY LOSIntersection Group RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH)
39) Archer Avenue (E-W) @ EB-LTR 1.03 67.8 E * 0.87 36.6 D 0.99 57.4 E * 0.93 42.9 D *Guy R Brewer Boulevard (N-S) WB-L 0.32 21.3 C 0.36 21.1 C 0.61 33.3 C 0.51 27.4 C
WB-TR 0.52 19.6 B 0.35 17.0 B 0.51 19.2 B 0.38 17.3 B NB-LTR 0.93 52.9 D * 0.54 23.1 C 0.81 36.6 D 0.68 28.5 C SB-LTR 0.15 16.0 B 0.14 15.9 B 0.26 17.5 B 0.17 16.3 B
40) Archer Avenue (E-W) @ EB-LTR 1.01 62.5 E * 0.72 26.4 C 0.96 51.7 D * 1.01 63.3 E *165th Street (N-S) WB-LTR 0.66 22.7 C 0.44 18.2 B 0.66 22.6 C 0.94 50.9 D *
NB-LTR 0.16 16.3 B 0.19 16.7 B 0.19 16.8 B 0.35 19.0 B SB-LTR 0.18 16.5 B 0.21 17.0 B 0.46 21.2 C 0.22 16.9 B
41) Archer Avenue (E-W) @ EB-TR 0.57 20.3 C 0.47 18.7 B 0.61 21.4 C 0.56 20.0 B Merrick Boulevard (SB) WB-LT 0.80 28.8 C 0.56 20.7 C 1.02 62.5 E * WB-DfL 0.88 59.7 E *
WB-T 0.60 22.4 C SB-LTR 0.49 19.8 B 0.33 17.7 B 0.53 20.4 C 0.48 19.6 B
42) Atlantic Avenue (E-W) @ EB-TR 0.57 26.2 C 0.40 23.8 C 0.52 25.5 C 0.61 26.9 C Van Wyck Expwy Southbound WB-L 0.36 26.6 C 0.18 15.8 B 0.32 21.4 C 0.22 20.4 C Service Road (SB) WB-LT 0.54 20.2 C 0.27 13.5 B 0.44 15.5 B 0.33 14.2 B
SB-LTR 0.80 25.0 C 0.77 27.2 C 1.01 51.0 D * 0.73 26.2 C
43) Atlantic Avenue (E-W) @ EB-L -DefL 0.70 32.9 C 0.55 23.0 C EB-DfL 0.45 21.7 C 0.61 24.7 CVan Wyck Expwy Northbound EB-T 0.42 18.7 B 0.29 13.7 B 0.39 15.2 B 0.33 14.1 BService Road (NB) WB-TR 0.68 33.1 C 0.45 30.8 C 0.79 41.8 D 0.43 30.4 C
NB-LTR 0.93 32.5 C * 0.92 35.0 C * 0.94 37.5 D * 0.63 23.9 C
44) 94th Avenue (E-W) @ EB-LR 0.38 17.9 B 0.42 18.4 B 0.37 17.6 B 0.42 18.4 B Sutphin Boulevard (N-S) WB-LTR 0.50 19.3 B 0.28 16.1 B 0.44 18.2 B 0.29 16.2 B
NB-LT 1.00 49.6 D * 0.57 12.5 B 0.71 17.1 B 0.43 10.2 B SB-TR 0.49 10.1 B 0.28 8.2 A 0.38 9.0 A 0.22 7.8 A
45) 94th Avenue (WB) @ WB-LTR 0.26 16.0 B 0.22 15.6 B 0.22 15.6 B 0.15 14.8 B 150th Street (N-S) NB-LT 0.52 11.8 B 0.23 8.3 A 0.33 9.1 A 0.22 8.2 A
SB-TR 0.73 16.3 B 0.46 10.5 B 0.80 19.3 B 0.57 12.4 B
46) Liberty Avenue (E-W) @ EB-L 0.85 56.7 E * 0.43 18.9 B 0.88 71.0 E * 0.48 21.0 C Sutphin Boulevard (N-S) EB-TR 0.76 18.6 B 0.43 13.0 B 0.49 13.7 B 0.44 13.2 B
WB-L 0.14 12.6 B 0.14 11.4 B 0.15 11.6 B 0.22 12.4 B WB-TR 0.72 17.7 B 0.63 15.8 B 0.84 22.1 C 0.64 15.9 B NB-LTR 0.59 15.5 B 0.32 12.1 B 0.42 13.2 B 0.75 23.3 C SB-LTR 0.50 15.1 B 0.45 14.1 B 0.82 25.2 C 0.54 15.4 B
47) Liberty Avenue (E-W) @ EB-L 0.36 12.5 B 0.14 8.1 A 0.26 10.2 B 0.13 8.0 A 150th Street (N-S) EB-TR 0.53 10.4 B 0.38 9.0 A 0.47 9.8 A 0.46 9.7 A
WB-L 0.03 7.0 A 0.08 7.4 A 0.10 7.7 A 0.09 7.6 A WB-TR 0.57 11.0 B 0.45 9.6 A 0.54 10.6 B 0.48 9.9 A NB-LTR 1.01 62.3 E * 0.48 19.6 B 0.72 27.4 C 0.46 19.2 B SB-LTR 0.94 49.2 D * 0.46 18.5 B 0.83 32.3 C 0.75 26.5 C
48) Liberty Avenue (E-W) @ EB-L 0.77 52.3 D 0.25 13.8 B 0.53 28.6 C 0.15 11.8 B Guy R. Brewer Boulevard (N-S EB-TR 0.67 16.5 B 0.52 14.0 B 0.75 18.3 B 0.65 16.1 B
WB-L 0.20 13.3 B 0.15 11.8 B 0.24 15.1 B 0.26 14.7 B WB-TR 0.97 34.6 C * 0.54 14.3 B 0.79 19.8 B 0.48 13.5 B NB-LTR 0.94 45.5 D * 0.49 15.5 B 0.77 26.9 C 0.69 21.2 C SB-L 0.09 10.7 B 0.09 10.6 B 0.19 11.7 B 0.17 11.6 B SB-TR 0.49 15.5 B 0.52 16.2 B 0.78 24.9 C 0.51 15.9 B
49) Liberty Avenue (E-W) @ EB-T 0.53 14.5 B 0.33 12.1 B 0.52 14.4 B 0.55 14.8 B Merrick Boulevard (SB) EB-R 0.31 12.5 B 0.14 10.7 B 0.39 13.5 B 0.34 12.8 B
WB-L 0.37 16.8 B 0.28 13.2 B 0.51 21.3 C 0.39 17.7 B WB-T 0.65 16.6 B 0.31 11.9 B 0.50 14.1 B 0.44 13.3 B SB-LTR 0.99 56.1 E * 0.71 30.6 C 1.01 61.2 E * 1.01 62.9 E *
50) Liberty Avenue (E-W) @ EB-T 0.63 13.3 B 0.42 9.9 A 0.69 14.6 B 0.55 11.7 B Dunkirk Street EB-R 0.31 9.0 A 0.27 8.7 A 0.75 17.8 B 0.38 9.8 A
WB-LT 0.75 16.6 B 0.40 9.7 A 0.50 10.9 B 0.52 11.3 B NB-L 1.04 68.2 E * 0.41 17.8 B 0.54 20.1 C 0.57 20.9 C NB-R 0.03 13.7 B 0.01 13.5 B 0.03 13.7 B 0.01 13.6 B
Abbreviations:EB-Eastbound, WB-Westbound, NB-Northbound, SB-SouthboundL-Left, T-Through, R-Right, DfL-Defacto Left, E-W: East-West Roadway, N-S: North-South RoadwayV/C Ratio - Volume to Capacity RatioSEC/VEH - Seconds per VehicleLOS - Level of Service* - Denotes Congested Location (LOS E or F, or v/c ratio > 0.90)
February 5, 2007
Table 16-2 (Continued): 2005 Existing Traffic Conditions at Signalized Intersections
2005 ExistingWeekday AM Peak Hour Weekday MD Peak Hour Weekday PM Peak Hour Saturday MD Peak Hour
Signalized Lane V/C DELAY LOS V/C DELAY LOS V/C DELAY LOS V/C DELAY LOSIntersection Group RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH)
51) South Road (E-W) @ EB-LTR 0.79 31.0 C 0.54 20.9 C 0.65 24.0 C 0.46 19.1 B Guy R Brewer Boulevard (N-S) WB-LTR 0.35 17.0 B 0.26 15.9 B 0.50 19.5 B 0.32 16.6 B
NB-LTR 0.76 19.4 B 0.41 10.3 B 0.59 13.4 B 0.47 10.8 B SB-LTR 0.65 15.0 B 0.53 12.0 B 0.77 19.1 B 0.56 12.6 B
52) 107th Avenue (E-W) @ EB-LTR 0.08 14.2 B 0.11 14.6 B 0.08 14.2 B 0.07 14.2 B Guy R Brewer Boulevard (N-S) WB-LTR 0.06 14.0 B 0.07 14.2 B 0.08 14.2 B 0.04 13.9 B
NB-LTR 0.66 14.7 B 0.37 9.5 A 0.53 11.7 B 0.45 10.5 B SB-LTR 0.50 11.5 B 0.47 10.9 B 0.64 14.0 B 0.55 12.2 B
53) 108th Avenue (E-W) @ EB-LTR 0.45 31.7 C 0.31 28.4 C 0.43 30.9 C 0.37 29.4 C Merrick Boulevard (N-S) WB-LTR 0.52 33.6 C 0.55 34.6 C 0.47 32.1 C 0.34 28.6 C
NB-L 0.20 8.8 A 0.06 7.3 A 0.12 8.1 A 0.10 7.9 A NB-TR 0.67 13.5 B 0.31 8.8 A 0.44 10.1 B 0.35 9.2 A SB-L 0.11 8.4 A 0.04 7.2 A 0.03 7.1 A 0.04 7.2 A SB-TR 0.34 9.1 A 0.32 8.9 A 0.46 10.3 B 0.41 9.8 A
Abbreviations:EB-Eastbound, WB-Westbound, NB-Northbound, SB-SouthboundL-Left, T-Through, R-Right, DfL-Defacto Left, E-W: East-West Roadway, N-S: North-South RoadwayV/C Ratio - Volume to Capacity RatioSEC/VEH - Seconds per VehicleLOS - Level of Service* - Denotes Congested Location (LOS E or F, or v/c ratio > 0.90)
February 5, 2007
Jamaica Plan EIS
16-8
movements at the Van Wyck Expressway southbound service road (westbound left turn), Queens Boulevard (northbound through-right turn), 148th Street (northbound approach), 150th Street (eastbound left turn and southbound approach), Parsons Boulevard (eastbound left turn, westbound through-right turn, and northbound through lane groups), 162nd Street (southbound approach), 178th Street (northbound approach) and 180th Street/Midland Parkway (eastbound left turn and southbound right turn). Signal timing generally favors the east-west movement, and therefore, congested conditions typically occur on the northbound or southbound approaches or on the eastbound or westbound left turning movements.
In the PM peak hour, there are three intersections with congestion: the Van Wyck Expressway southbound service road (westbound left turn), Queens Boulevard (eastbound left turn), and 178th Street (northbound approach).
In the weekday midday peak hour, intersections with congestion decrease to three as traffic volumes decrease. Congestion occurs at Queens Boulevard (eastbound left turn), Sutphin Boulevard (northbound left turn), and 148th Street (northbound approach). In the Saturday midday peak hour, only the intersection at 178th Street has congestion (northbound approach).
89th Avenue Corridor
89th Avenue is a residential westbound road within the center of the Jamaica core and is lightly traveled with no congested locations in any peak hour.
Jamaica Avenue Corridor
Jamaica Avenue is a primary commercial street through the traffic study area populated with retail establishments. Many bus routes also use Jamaica Avenue, with the curb lanes reserved for buses between 168th Street and Parsons Boulevard in each direction from 4 to 7 PM every day. During other hours, street regulations specify no parking on the curb lanes but standing is prevalent. The bus lane reduces bus traffic from the general traffic lanes during the PM peak hour, which reduces congestion.
In the AM peak hour, there are five intersections with congested conditions. The congested locations occur principally in the westbound direction, the primary flow of traffic in the AM peak hour. Congestion occurs at the Van Wyck Expressway northbound service road (northbound approach), 150th Street (northbound and westbound approaches), Union Hall Street/162nd Street (westbound approach), Merrick Boulevard (westbound approach), and 180th Street (southbound approach).
In the midday peak hour, the only congested intersection is the Van Wyck Expressway northbound service road, where midday construction causes congestion along the mainline of the highway. Northbound highway traffic tends to divert to the service road. The northbound approach is congested at the northbound service road.
PM peak hour congestion occurs at the western side of the Jamaica Avenue corridor where the bus lane does not exist. Congestion occurs at the Van Wyck Expressway northbound service road (northbound approach), and 150th Street (northbound approach).
There are no congested locations during the Saturday midday peak hour.
Archer Avenue Corridor
There is congestion within the Archer Avenue corridor during all peak hours except for the weekday midday peak hour. Archer Avenue is a major bus route with a bus hub located at
Chapter 16: Traffic and Parking
16-9
Parsons Boulevard at the Jamaica Center E, J and Z subway terminal. In the AM peak hour, congestion occurs at 150th Street (westbound left turn movement), 160th Street (eastbound through and left turn lane group), Guy R. Brewer Boulevard (eastbound and northbound approaches), and 165th Street (eastbound approach). There is congestion at Guy R. Brewer Boulevard (eastbound approach) and Merrick Boulevard (westbound left lane) during the PM and Saturday midday peak hour. Congestion at 165th Street occurs during the PM (eastbound approach), and Saturday midday (east and west approaches) peak hours.
Atlantic Avenue/94th Avenue Corridor
Along Atlantic Avenue and 94th Avenue there is congestion at 3 of the 4 intersections. The intersection with the Van Wyck Expressway southbound service road is congested at the southbound approach during the PM peak hour. The intersection with the Van Wyck Expressway northbound service road is congested during all peak hours, except the Saturday midday peak hour, at the northbound approach. There is congestion at the intersection with Sutphin Boulevard during the AM peak hour (northbound approach) as vehicles enter Downtown Jamaica.
Liberty Avenue Corridor
Liberty Avenue is a primary east-west connector along the south boundary of the traffic study area, providing access to York College between 157th Street and 165th Street. This corridor has intersections with congestion during the AM peak hour at Sutphin Boulevard (eastbound left turn lane), 150th Street (northbound and southbound approaches), Guy R. Brewer Boulevard (westbound through and left turn lane group and the northbound approach), Merrick Boulevard (southbound approach), and Dunkirk Street (northbound left turn). There are no intersections with congestion during the weekday midday peak hour, but there are two intersections with congestion during the PM peak hour. In the PM peak hour, intersections with congestion include Sutphin Boulevard (eastbound left turn), and Merrick Boulevard (southbound approach). Only the southbound approach at Merrick Boulevard is congested during the Saturday midday peak hour.
Other Non-Corridor Locations
There are three remaining intersections that are not located on any of the above-defined corridors. These intersections are South Road at Guy R. Brewer Boulevard, 107th Avenue at Guy R. Brewer Boulevard and 108th Avenue at Merrick Boulevard. None of these intersections experience existing congestion in any peak hour.
Unsignalized Intersection As shown in Table 16-3, the only unsignalized intersection analyzed (Jamaica Avenue at 178th Street) experiences congestion at the northbound approach during the AM peak hour.
PARKING
Off-street and on-street parking is available within the area affected by the proposed actions. Inventories of all off-street parking lots and garages, and all on-street metered parking were conducted. The parking study areas were divided into four zones by the relative density of development in the area (see Figure 16-6). Because the area affected by the proposed actions is so large, a study of the entire area as one parking study area may not disclose localized parking deficits. The region of the highest density is in the core of Downtown Jamaica, generally bounded by the Hillside Avenue to the north, the Van Wyck Expressway to the west, Archer
Table 16-3: 2005 Existing Traffic Conditions at Unsignalized Intersections
2005 ExistingWeekday AM Peak Hour Weekday MD Peak Hour Weekday PM Peak Hour Saturday MD Peak Hour
Unsignalized Lane V/C DELAY LOS V/C DELAY LOS V/C DELAY LOS V/C DELAY LOSIntersection Group RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH) RATIO (SEC/VEH)
54) Jamaica Avenue (E-W) @ EB-LT 0.16 12.8 B 0.03 8.7 A 0.04 8.6 A 0.10 9.8 A 178th Street (SB) WB-LT 0.03 8.6 A 0.03 9.1 A 0.06 9.1 A 0.02 8.4 A
NB-LT 0.50 55.4 F * 0.13 17.8 C 0.17 20.3 C 0.20 25.4 D NB-TR 0.51 46.9 E * 0.10 15.5 C 0.18 18.4 C 0.22 20.4 C
AbbreviationsEB-Eastbound, WB-Westbound, NB-Northbound, SB-SouthboundL-Left, T-Through, R-Right, DefL-Dfacto Left, E-W: East-West Roadway, N-S: North-South RoadwayV/C Ratio - Volume to Capacity RatioSEC/VEH - Seconds per VehicleLOS - Level of Service* - Denotes Congested Location (LOS E or F, or v/c ratio > 0.90)
February 5, 2007
Jamaica Plan EIS
16-10
Avenue to the south, and 168th Street to the east. The Hillside Avenue (East) corridor encompasses Hillside Avenue east of 168th Street to 190th Street, and is generally commercial but less dense. The two remaining corridors are also lower density commercial corridors. The Jamaica Avenue (East) corridor consists of Jamaica Avenue between 168th Street and 178th Place. The Sutphin Boulevard (South) corridor includes the areas on Sutphin Boulevard between Archer Avenue and Liberty Avenue. The boundaries of these study area zones were also established based on the locations of existing public parking facilities, and metered parking spaces.
OFF-STREET PARKING
Off-street parking lots and garages within a quarter-mile radius of the boundaries of the area affected by the proposed actions were assessed in the NYCDCP report1; surveys were conducted in August 2003 with updates in May and June 2005. As shown in Table 16-4 and Figure 16-6, there are 15 off-street public parking facilities in operation within the Downtown Jamaica Core. They provide the zone with 5,245 parking spaces during the day, operating at 45% (2,383 spaces occupied) of their licensed capacity during the AM period and 83% (4,354 spaces occupied) of their licensed capacity during the midday period. Overnight, 41% (1,426 spaces) of the 3,472 available spaces are occupied. Within the Hillside (East) corridor, there are seven off-street parking facilities. These facilities provide 557 spaces during the AM period, 894 spaces during the midday period and 291 spaces overnight. The utilization rate for AM, midday and overnight hours are 60% (332 spaces occupied), 61% (543 spaces occupied) and 46% (135 spaces occupied), respectively. Three off-street parking facilities serve the Sutphin Boulevard (South) corridor. They supply the zone with 160 parking spaces during the AM peak hour, 64% (103 spaces occupied) of which are occupied. Off street parking is at capacity in this region during midday peak hours using all 160 of the 160 available spaces. Only 10% (4 spaces occupied) of the 40 available are occupied overnight. The Jamaica Avenue (East) corridor has no off-street parking facilities.
Overall, the peak weekday utilization levels of these parking facilities typically occur during the midday. There are 25 open public off-street parking facilities within the area affected by the proposed actions that have a total capacity of 6,299 spaces. During the midday there is an overall utilization rate of 80 percent (5,057 spaces occupied), leaving an average of approximately 1,242 available spaces. During the AM period as workers and visitors begin arriving in Downtown Jamaica, 22 facilities are open with a total capacity of 5,962 spaces and an overall utilization of 47%. Overnight, many of the public parking facilities are closed. Throughout the study area only, 9 facilities are open overnight with a total capacity of 3,803 spaces and utilization rate of 41 percent.
ON-STREET PARKING
Curbside parking regulations within the area affected by the proposed actions were surveyed by the NYCDCP in 20032 and are shown in Figure 1(a-f) in Appendix H. There are a variety of parking regulations within the area affected by the proposed actions. A combination of 168 1 New York City Department of City Planning, Jamaica Parking, Public Transportation and Pedestrian
Study: Technical Memorandum 3: Existing Conditions, January 27, 2006. 2 New York City Department of City Planning, Jamaica Parking, Public Transportation and Pedestrian
Study: Technical Memorandum 3: Existing Conditions, January 27, 2006.
Table 16-42005 Existing Off-Street Parking Utilization
Weekday AM Weekday Midday Overnight
Map No. Name Address License Licensed Utilization Spaces Licensed Utilization Spaces Licensed Utilization SpacesNumber Capacity Rate Occupied Capacity Rate Occupied Capacity Rate Occupied
DOWNTOWN JAMAICA CORE1 KINNEY SYSTEM/GERTZ PLAZA GARAGE 163-27 ARCHER AVE. 0915055 730 80% 584 730 75% 548 730 20% 146
3a IQBAL, SHAKIL 92-15 147 PL. 1135835 50 60% 30 50 100% 50 Closed3b IQBAL, SHAKIL 92-15 147 PL. 1136119 50 60% 30 50 100% 50 Closed6 CENTRAL PARKING MANAGEMENT 150-01 89 AVE. 0992399 358 90% 322 358 100% 358 358 50% 1798 CENTRAL PARKING SYSTEM 92-30 165 ST. 1078956 601 40% 240 601 100% 601 Closed9 CENTRAL PARKING SYSTEM OF NY INC. 88-06 VAN WYCK EXPWY. 1101579 990 20% 198 990 60% 594 990 75% 743
10 CENTRAL PARKING SYSTEM OF NY INC. 159-02 JAMAICA BLVD. 1110046 351 100% 351 351 105% 369 351 33% 11612 CENTRAL PARKING SYSTEM OF NY INC. 90-15 PARSONS BLVD. 1171222 499 50% 250 499 100% 499 499 30% 15014 THE COLOSSEUM INC. 89-02 165 ST. 0364014 250 10% 25 250 70% 175 Closed15 FAMILY COURT 150-07 ARCHER AVE. Municipal 112 20% 22 112 100% 112 Closed16a COURT PARKING 88-22 SUTPHIN BLVD. 1103760 99 75% 74 99 80% 79 Closed16b SUPREME COURT PARK 88-02 SUTPHIN BLVD. 1103759 52 75% 39 52 100% 52 Closed17 CENTRAL PARKING MANAGEMENT 89-55 162 ST./89-44 163 ST. 0836261 400 5% 20 400 50% 200 Closed22 GB PARKING 148-15 89 AVE. 1003796 78 30% 23 78 55% 43 Closed23a CENTRAL PARKING SYSTEM OF NY INC. 90-02 168 ST. 1102881 291 17% 49 291 100% 291 291 17% 4923b CENTRAL PARKING SYSTEM OF NY INC. 90-01 168 ST. 1102882 253 17% 43 253 100% 253 253 17% 4324 SOGE ASSOCIATES 145-20 JAMAICA AVE. 0767674 56 100% 56 56 100% 56 Closed25 MAJORS PARKING 88-03 148 ST. N/A 25 100% 25 25 100% 25 Closed26 PJ PARKING 88-35 165 ST. 0835198 270 Closed 270 Closed 270 Closed27 QUEENS CIVIL COURT 89-17 SUTPHIN BLVD. Municipal 230 Closed 230 Closed 230 Closed28 A&K PARKING SYSTEM 153-33 89 AVE. 0919232 25 Closed 25 Closed 25 Closed29 SAFE PARKING 160-17 ARCHER AVE. 1203411 50 Closed 50 Closed 50 Closed
5,245 45% 2,383 5,245 83% 4,354 3,472 41% 1,426
HILLSIDE AVENUE (EAST) CORRIDOR4 LA MIRAGE CAR PARK INC. 178-10 WEXFORD TERR. 0976779 148 50% 74 148 20% 30 148 33% 49
5a WILSHIRE CAR PARK INC. 182-30 WEXFORD TERR. 0976815 Closed 204 70% 143 Closed5b WILSHIRE CAR PARK INC. 183-03 HILLSIDE AVE. 0976816 Closed 65 50% 33 Closed5c WILSHIRE CAR PARK INC. 183-03 HILLSIDE AVE. 0368489 Closed 68 60% 41 Closed11 WEXFORD OPERATING LLC 175-11 HILLSIDE AVE. 1126866 143 75% 107 143 66% 94 143 60% 8613 H.S.N.D. PARKING 88-22 182 ST. 1017059 50 40% 20 50 20% 10 Closed18 HILLSIDE MGT. CORP. 179-18 HILLSIDE AVE. 0972208 22 65% 14 22 200% 44 Closed20 PAK. PARKING 175-10 HILLSIDE AVE. 1001946 65 50% 33 65 80% 52 Closed21 QQI INC. 178-02 HILLSIDE AVE. 0974321 129 65% 84 129 75% 97 Closed
557 60% 332 894 61% 543 291 46% 135
SUTPHIN BOULEVARD (SOUTH) CORRIDOR2 ELIE JOSEPH 148-22 ARCHER AVE. 0906022 50 75% 38 50 100% 50 Closed7 CG PARKING 95-02 SUTPHIN BLVD. 1103015 70 50% 35 70 100% 70 Closed
19 SOUTH SIDE PARKING SYSTEM 145-11 97TH AVE. 1075313 40 75% 30 40 100% 40 40 10% 4160 64% 103 160 100% 160 40 10% 4
JAMAICA AVENUE (EAST) CORRIDORNo Off-Street Public Parking Facilities
TOTAL* 5,962 47% 2,817 6,299 80% 5,057 3,803 41% 1,564
Sources: (1) NYCDCP, Jamaica Parking, Public Transportation and Pedestrian Study: Technical Memorandum 3: Existing Conditions , January 27, 2006. Field surveys in the report conducted in August 2003 and updated May/June 2005. (2) NYCDCP Field surveys conducted August 2003 and updated May/June 2005.Note: * - Closed facilities not included in parking capacity, utilization, nor spaces occupied.
February 5, 2007
Tabl
e 16
-420
05 E
xist
ing
Off-
Stre
et P
arki
ng U
tiliz
atio
n
Wee
kday
AM
Wee
kday
Mid
day
Ove
rnig
ht
Map
No.
Nam
eA
ddre
ssLi
cens
eLi
cens
edU
tiliz
atio
nSp
aces
Lice
nsed
Util
izat
ion
Spac
esLi
cens
edU
tiliz
atio
nSp
aces
Num
ber
Cap
acity
Rat
eO
ccup
ied
Cap
acity
Rat
eO
ccup
ied
Cap
acity
Rat
eO
ccup
ied
DO
WN
TOW
N J
AM
AIC
A C
OR
E1
KIN
NE
Y S
YS
TEM
/GE
RTZ
PLA
ZA G
AR
AG
E16
3-27
AR
CH
ER
AV
E.
0915
055
730
80%
584
730
75%
548
730
20%
146
3aIQ
BA
L, S
HA
KIL
92-1
5 14
7 P
L.11
3583
550
60%
3050
100%
50C
lose
d3b
IQB
AL,
SH
AK
IL92
-15
147
PL.
1136
119
5060
%30
5010
0%50
Clo
sed
6C
EN
TRA
L P
AR
KIN
G M
AN
AG
EM
EN
T15
0-01
89
AV
E.
0992
399
358
90%
322
358
100%
358
358
50%
179
8C
EN
TRA
L P
AR
KIN
G S
YS
TEM
92-3
0 16
5 S
T.10
7895
660
140
%24
060
110
0%60
1C
lose
d9
CE
NTR
AL
PA
RK
ING
SY
STE
M O
F N
Y IN
C.
88-0
6 V
AN
WY
CK
EX
PW
Y.
1101
579
990
20%
198
990
60%
594
990
75%
743
10C
EN
TRA
L P
AR
KIN
G S
YS
TEM
OF
NY
INC
.15
9-02
JA
MA
ICA
BLV
D.
1110
046
351
100%
351
351
105%
369
351
33%
116
12C
EN
TRA
L P
AR
KIN
G S
YS
TEM
OF
NY
INC
.90
-15
PA
RS
ON
S B
LVD
.11
7122
249
950
%25
049
910
0%49
949
930
%15
014
THE
CO
LOS
SE
UM
INC
.89
-02
165
ST.
0364
014
250
10%
2525
070
%17
5C
lose
d15
FAM
ILY
CO
UR
T15
0-07
AR
CH
ER
AV
E.
Mun
icip
al11
220
%22
112
100%
112
Clo
sed
16a
CO
UR
T P
AR
KIN
G88
-22
SU
TPH
IN B
LVD
.11
0376
099
75%
7499
80%
79C
lose
d16
bS
UP
RE
ME
CO
UR
T P
AR
K88
-02
SU
TPH
IN B
LVD
.11
0375
952
75%
3952
100%
52C
lose
d17
CE
NTR
AL
PA
RK
ING
MA
NA
GE
ME
NT
89-5
5 16
2 S
T./8
9-44
163
ST.
0836
261
400
5%20
400
50%
200
Clo
sed
22G
B P
AR
KIN
G14
8-15
89
AV
E.
1003
796
7830
%23
7855
%43
Clo
sed
23a
CE
NTR
AL
PA
RK
ING
SY
STE
M O
F N
Y IN
C.
90-0
2 16
8 S
T.11
0288
129
117
%49
291
100%
291
291
17%
4923
bC
EN
TRA
L P
AR
KIN
G S
YS
TEM
OF
NY
INC
.90
-01
168
ST.
1102
882
253
17%
4325
310
0%25
325
317
%43
24S
OG
E A
SS
OC
IATE
S14
5-20
JA
MA
ICA
AV
E.
0767
674
5610
0%56
5610
0%56
Clo
sed
25M
AJO
RS
PA
RK
ING
88-0
3 14
8 S
T.N
/A25
100%
2525
100%
25C
lose
d26
PJ
PA
RK
ING
88-3
5 16
5 S
T.08
3519
827
0C
lose
d27
0C
lose
d27
0C
lose
d27
QU
EE
NS
CIV
IL C
OU
RT
89-1
7 S
UTP
HIN
BLV
D.
Mun
icip
al23
0C
lose
d23
0C
lose
d23
0C
lose
d28
A&
K P
AR
KIN
G S
YS
TEM
153-
33 8
9 A
VE
.09
1923
225
Clo
sed
25C
lose
d25
Clo
sed
29S
AFE
PA
RK
ING
160-
17 A
RC
HE
R A
VE
.12
0341
150
Clo
sed
50C
lose
d50
Clo
sed
5,24
545
%2,
383
5,24
583
%4,
354
3,47
241
%1,
426
HIL
LSID
E A
VEN
UE
(EA
ST) C
OR
RID
OR
4LA
MIR
AG
E C
AR
PA
RK
INC
.17
8-10
WE
XFO
RD
TE
RR
.09
7677
914
850
%74
148
20%
3014
833
%49
5aW
ILS
HIR
E C
AR
PA
RK
INC
.18
2-30
WE
XFO
RD
TE
RR
.09
7681
5C
lose
d20
470
%14
3C
lose
d5b
WIL
SH
IRE
CA
R P
AR
K IN
C.
183-
03 H
ILLS
IDE
AV
E.
0976
816
Clo
sed
6550
%33
Clo
sed
5cW
ILS
HIR
E C
AR
PA
RK
INC
.18
3-03
HIL
LSID
E A
VE
.03
6848
9C
lose
d68
60%
41C
lose
d11
WE
XFO
RD
OP
ER
ATI
NG
LLC
175-
11 H
ILLS
IDE
AV
E.
1126
866
143
75%
107
143
66%
9414
360
%86
13H
.S.N
.D. P
AR
KIN
G88
-22
182
ST.
1017
059
5040
%20
5020
%10
Clo
sed
18H
ILLS
IDE
MG
T. C
OR
P.
179-
18 H
ILLS
IDE
AV
E.
0972
208
2265
%14
2220
0%44
Clo
sed
20P
AK
. PA
RK
ING
175-
10 H
ILLS
IDE
AV
E.
1001
946
6550
%33
6580
%52
Clo
sed
21Q
QI I
NC
.17
8-02
HIL
LSID
E A
VE
.09
7432
112
965
%84
129
75%
97C
lose
d55
760
%33
289
461
%54
329
146
%13
5
SUTP
HIN
BO
ULE
VAR
D (S
OU
TH) C
OR
RID
OR
2E
LIE
JO
SE
PH
148-
22 A
RC
HE
R A
VE
.09
0602
250
75%
3850
100%
50C
lose
d7
CG
PA
RK
ING
95-0
2 S
UTP
HIN
BLV
D.
1103
015
7050
%35
7010
0%70
Clo
sed
19S
OU
TH S
IDE
PA
RK
ING
SY
STE
M14
5-11
97T
H A
VE
.10
7531
340
75%
3040
100%
4040
10%
416
064
%10
316
010
0%16
040
10%
4
JAM
AIC
A A
VEN
UE
(EA
ST) C
OR
RID
OR
No
Off-
Stre
et P
ublic
Par
king
Fac
ilitie
s
TOTA
L*5,
962
47%
2,81
76,
299
80%
5,05
73,
803
41%
1,56
4
Sou
rces
: (1)
NY
CD
CP
, Jam
aica
Par
king
, Pub
lic T
rans
porta
tion
and
Pede
stria
n St
udy:
Tec
hnic
al M
emor
andu
m 3
: Exi
stin
g C
ondi
tions
,
J
anua
ry 2
7, 2
006.
Fie
ld s
urve
ys in
the
repo
rt co
nduc
ted
in A
ugus
t 200
3 an
d up
date
d M
ay/J
une
2005
.
(2
) NY
CD
CP
Fie
ld s
urve
ys c
ondu
cted
Aug
ust 2
003
and
upda
ted
May
/Jun
e 20
05.
Not
e: *
- C
lose
d fa
cilit
ies
not i
nclu
ded
in p
arki
ng c
apac
ity, u
tiliz
atio
n, n
or s
pace
s oc
cupi
ed.
Febr
uary
5, 2
007
Chapter 16: Traffic and Parking
16-11
different types of parking regulations, standing regulations, authorized parking restrictions, meter regulations and miscellaneous restrictions (mostly related to bus stops and bus lanes) spread over much of the area’s curb space, as shown in Table 1 in Appendix H. The majority of these restrictions lie to the north of the Long Island Rail Road; only 94th Avenue, Sutphin Boulevard, South Avenue, Liberty Avenue, 150th Street, Merrick Boulevard and Dunkirk Street have significant parking regulations south of the LIRR, and almost every curbside in the study area to the north of the LIRR has some type of restriction.
The most restrictive parking regulations lie along or closest to major streets. Sutphin Boulevard in the Courthouse area (at 89th Avenue) has “No Standing” regulations where bus stops are located, along with general “No Standing Anytime” regulations. (Hillside Avenue also has these restrictions.) A “No Standing 8:00 AM-6:00 PM Except for Authorized Vehicles” restriction also exists along both Sutphin Boulevard and 90th Avenue.
Parsons Boulevard has very restrictive parking regulations with almost no standing or parking allowed between Hillside and Archer avenues. Jamaica Avenue, while marginally less parking-constrained than Parsons Boulevard, has numerous bus stop no standing zones and absolute peak-hour parking prohibitions. No parking is permitted during the day between Parsons Boulevard and 168th Street, and the curb lanes are reserved for buses and right turning vehicles from 4 to 7 PM. It does, however, have metered parking elsewhere.
Almost no parking or standing exists on Archer Avenue between 150th and 168th streets, given its central role as a bus corridor and intermodal terminal. Parking and standing are almost as heavily restricted on Archer Avenue between 139th and 148th streets.
Hillside Avenue has numerous different parking and standing regulations, which vary depending on the segment, and also has an eastbound bus lane from 168th Place through the parking study area limits at 189th Street. Only buses and right turning vehicles may use this lane from 7 to 9 AM (north curb) and 4:00 PM to 7:00 PM (south curb) weekdays; parked vehicles blocking the lane during those intervals are subject to being towed.
A significant portion of 89th Avenue – from 153rd to 168th streets – has a no parking anytime restriction. Mary Immaculate Hospital, the Colosseum Mall, and the 165th Street Bus Terminal/pedestrian mall all abut 89th Avenue.
On side streets, the familiar alternate-side-of-the-street parking pattern to facilitate street cleaning exists in many locations, but more restrictive regulations are interspersed where needed.
Night regulations are also common. Sutphin Boulevard, Jamaica Avenue and Merrick Boulevard all have midnight-3:00 AM parking restrictions (for either Mondays, Wednesdays and Fridays or Tuesdays, Thursdays and Saturdays).
Metered Parking The analysis in this FEIS only inventories on-street parking spaces at parking meters during the peak weekday midday period. For analysis purposes, all parking spaces not at meters were considered to not be available to accommodate the parking demand due to the proposed actions. A field survey of the weekday utilization of weekday midday on-street metered parking was conducted on March 23, 2006.
Jamaica Plan EIS
16-12
A total of 1,255 metered spaces were identified in the area affected by the proposed actions. With the exception of Sutphin Boulevard and a few parking meters on 94th and 95th Avenues, no metered parking exists in the study area south of the Long Island Rail Road.
Sutphin Boulevard, Hillside Avenue and Jamaica Avenue have large concentrations of meters, and a significant quantity of the study area’s parking meters is along adjacent side streets.
Figures 16-7A and 16-7B show the locations of the curbside metered parking spaces in each parking study area zone, the number of parking spaces occupied and the number of total parking spaces. Table 16-5 provides a summary of the midday on-street metered parking utilization within each zone. As presented in the table, 91% (878 spaces) of 967 metered spaces are occupied in the Downtown Jamaica Core zone. In the Hillside Avenue (East) corridor, 83% (106 spaces) of 127 metered spaces are occupied. The Jamaica Avenue (East) corridor is at capacity with 97 out of 98 spaces occupied (99%). Along the Sutphin Boulevard (South) corridor, 95% (60 spaces) of 63 metered spaces are occupied.
Table 16-5 2005 Weekday Midday On-Street Metered Parking Utilization
Parking Study Area Zones
Total Metered Spaces
Percent Occupied
Spaces Occupied
Downtown Jamaica Core 967 91% 878 Hillside Avenue (East) Corridor 127 83% 106 Jamaica Avenue (East) Corridor 98 99% 97 Sutphin Boulevard (South) Corridor 63 95% 60 Total 1,255 91% 1,141
Sources: NYCDCP, Jamaica Parking, Public Transportation and Pedestrian Study: Technical Memorandum 3: Existing Conditions, January 27, 2006. Field surveys in the report conducted in August 2003. DCP data were supplemented with field surveys conducted by PHA on March 23, 2006.
Overall, on-street metered parking utilization during the midday period was found to be approximately 91 percent, with an average of approximately 114 curbside metered parking spaces unoccupied out of a total of 1,255 spaces.
ACCIDENT HISTORY
Annual motor vehicle accidents at study area intersections with 20 or more reportable accidents are shown in Table 16-6. These intersections were identified as experiencing the highest number of accidents over the 2000-2003 period based on a review of NYSDOT data. Reportable accidents are those that result in death, injury or property damage exceeding $1,000. There were a total of 1,353 reportable accidents at 34 intersections within the project study area during the period from 2000 to 2003. Data on the highest number of reportable accidents revealed that, at four locations, more than 50 accidents occurred over this period. These locations were: (1) I-678 Service Road (Van Wyck Expressway Service Road) and Liberty Avenue with 92 accidents,
Chapter 16: Traffic and Parking
16-13
Table 16-6 Intersections with 20 or More Total Reportable Accidents,
2000 - 2003 Intersections Accidents
I-678 Service Road and Liberty Avenue 92 Hillside Avenue and 169th Street/Homelawn Street 84 Hillside Avenue and Parsons Boulevard 71 Liberty Avenue and Merrick Boulevard 57 Hillside Avenue and 188th Street 49 I-678 Service Road and Hillside Avenue 47 Hillside Avenue and Queens Boulevard 47 Archer Avenue and Sutphin Boulevard 45 I-678 Service Road and Atlantic Avenue 45 Hillside Avenue and I-678 Service Road Off Ramp 43 Jamaica Avenue and Parsons Boulevard 43 Liberty Avenue and 150th Street 41 Archer Avenue and Guy R. Brewer Boulevard 40 188th Street and Jamaica Avenue/Woodhull Avenue 35 Hillside Avenue and 139th Street 34 Jamaica Avenue and Merrick Boulevard 34 Jamaica Avenue and 168th Street 33 Liberty Avenue and 165th Street 32 Liberty Avenue and Guy R. Brewer Boulevard 32 Merrick Boulevard and 110th Avenue 29 I-678 Service Road and Jamaica Avenue 29 Archer Avenue and Parsons Boulevard 28 Liberty Avenue and Sutphin Boulevard 25 Parsons Boulevard and 89th Avenue 25 Archer Avenue and 160th Avenue 24 I-678 Service Road and 101st Avenue 23 Hillside Avenue between 148th Street and 150th Street 23 Hillside Avenue and 168th Street 23 I-678 Service Road and 94th Avenue/Atlantic Avenue 23 Hillside Avenue and Sutphin Boulevard 22 Guy R. Brewer Boulevard and South Road 22 Hillside Avenue and 148th Street 21 153rd Street and 88th Avenue 21 Source: New York State Department of Transportation, Local Accident Surveillance Project (LASP) as reported in the NYCDCP, Jamaica Parking, Public Transportation and Pedestrian Study: Technical Memorandum 3: Existing Conditions, January 27, 2006.
(2) Hillside Avenue and 169th Street/Homelawn Street with 84 accidents, (3) Hillside Avenue and Parsons Boulevard with 71 accidents, and (4) Liberty Avenue and Merrick Boulevard with 57 accidents. The data revealed that at nine additional locations, a total of 30 to 39 reportable accidents occurred, and at 15 locations 20 to 29 reportable accidents occurred over the period of 2000 to 2003.
Jamaica Plan EIS
16-14
The number of accidents involving pedestrians varied each year during the 2000 to 2003 period. The data revealed that Jamaica Avenue between 163rd and 164th Street, and Parsons Boulevard between Jamaica and Archer Avenue each had 3 pedestrian accidents in one year. However, the guidelines for pedestrian safety require five or more pedestrian/ bicycle accidents per year over the period of three recent consecutive years.
C. NO-ACTION CONDITONS Between 2005 and 2015, it is expected that traffic and parking demands in the study area would increase due to long-term background growth as well as development that could occur pursuant to existing zoning. Development on projected development sites is expected to add a total of approximately 1,500 new dwelling units, 536,000 sf of new commercial space, and 214,000 sf of new community facility space, and 70,000 sf of industrial space over the existing conditions. In order to forecast the future conditions without the proposed actions (the No-Action condition), development on projected development sites, and developments listed on Table 2-3 and shown in Figure 2-6 in Chapter 2, “Land Use, Zoning and Public Policy,” were considered, in addition to an annual background growth rate of one percent per year applied to existing transit and pedestrian demand for the 2005 to 2015 period. This background growth rate is applied to account for smaller projects and general increases in travel demand not attributable to specific development projects.
In addition to increased demand from projected development sites, as discussed in Chapter 2, “Land Use, Zoning and Public Policy,” the Greater Jamaica Redevelopment Corporation (GJDC) plans to undertake several transportation and streetscape improvements in the Jamaica Center area. The Jamaica Transportation Center Intermodal Enhancements and Atlantic Avenue Extension project includes the redesign of four target areas: (1) Archer Avenue between 144th Place and 148th Street; (2) Sutphin Boulevard between 94th Avenue and 95th Avenue; (3) the block bounded by 94th Avenue, 95th Avenue, 138th Place (Rose Avenue) and the Van Wyck Expressway; and (4) the area below the LIRR viaduct on Sutphin Boulevard. The overall goals of these improvements are to increase pedestrian access and safety, improve traffic flow, accommodate increased bus volumes, create public open space, and spur transit-oriented development. Archer Avenue would be realigned between 144th Place and 147th Place to allow for improved traffic flow and pedestrian safety. Atlantic Avenue would be extended from the Jamaica transportation hub to the Van Wyck Expressway through the block bonded by 94th Avenue, 95th Avenue, 138th Place, and the Van Wyck Expressway. 94th Avenue and 95th Avenue, which are both currently two-way, would form a one-way couplet between the new connection to Atlantic Avenue and Sutphin Boulevard. 94th Avenue would become one-way westbound and 95th Avenue would become one-way eastbound. NYCDOT had also adjusted the signal timing at the intersection of Liberty Avenue at Sutphin Boulevard post-2005. The analysis of No-Action traffic conditions in this area incorporates these traffic changes.
VEHICULAR TRAFFIC
Figures 16-8 through 16-11 show the expected 2015 No-Action weekday AM, midday, PM and Saturday midday peak hour traffic volumes, respectively. Tables 16-7 and 16-8 show the 2015 No-Action traffic conditions at signalized and unsignalized intersections, respectively. As shown in Tables 16-7 and 16-8, with continued growth in travel demand, intersections that were congested under existing conditions would worsen, and there would be additional locations that would become congested in one or more peak hours by 2015.
Chapter 16: Traffic and Parking
16-15
SIGNALIZED INTERSECTIONS
As shown in Table 16-7, under No-Action conditions, of the 53 signalized intersections, 34 intersections would experience congestion on one or more movements in the AM peak hour (compared with 24 intersections under Existing conditions), 10 intersections in the midday peak hour (compared with 5 intersections under Existing conditions), 25 intersections in the PM peak hour (compared with 12 intersections under Existing conditions), and 14 intersections in the Saturday midday peak hour (compared with 5 under Existing conditions). Newly congested intersections are discussed below.
Along the Hillside Avenue corridor, there would be two newly congested intersections in the AM peak hour at the Van Wyck Expressway Northbound Service Road, and Sutphin Boulevard. In the midday peak hour there would be two newly congested intersections at the Van Wyck Expressway Southbound Service Road, and Parsons Boulevard. In the PM peak hour, there would be five intersections that would be newly congested at Sutphin Boulevard, 150th Street, Parsons Boulevard, 162nd Street, and 180th Street/Midland Parkway. In the Saturday midday peak hour, there would be five newly congested intersections at the Van Wyck Expressway Southbound Service Road, Queens Boulevard, Parsons Boulevard, 161st Street, and 162nd Street.
Along the 89th Avenue corridor, there would be one intersection that is newly congested in the AM peak hour (at Sutphin Boulevard), and no newly congested intersections in the other three peak hours.
On the Jamaica Avenue corridor, there would be six new intersections that would have one or more congested movements in the AM peak hour at the Van Wyck Expressway Southbound Service Road, Parsons Boulevard, 160th Street, 163rd Street/Guy R. Brewer Boulevard, 164th Street, and 165th Street. In the midday peak hour, there would be two newly congested intersections at Union Hall Street/162nd Street and at Merrick Boulevard. In the PM peak hour, there would be four newly congested intersections at the Van Wyck Expressway Southbound Service Road, Sutphin Boulevard, Merrick Boulevard and 180th Street. In the Saturday midday peak hour, three new intersections would have congestion at one or more movements at 150th Street, Union Hall Street/162nd Street, and Merrick Boulevard.
The Archer Avenue corridor would have congestion at one or more movements at two new intersections: at Union Hall Street and at Merrick Boulevard. The intersection at Guy R. Brewer Boulevard would new congestion during the midday peak hour. There would be two new intersections with congestion during one or more peak hours during the PM peak hour at 150th Street and 160th Street. There would be no new intersections with congested movements during the Saturday middy peak hour.
Along the 94th Avenue/Atlantic Avenue corridor, there would be one new intersection with one or more congested movements. This newly congested intersection would be at 150th Street in the PM peak hour. The remaining three peak hours would not have any newly congested intersections.
Along the Liberty Avenue corridor, there would be newly congested intersections in the PM peak hour. There would be two new intersections at 150th Street and at Guy R. Brewer Boulevard with congestion at one or more movements during the PM peak hour. In the PM peak hour, there would be a newly congested intersection at Sutphin Boulevard. During the other peak hours there would be no new intersections with congestion.
Tabl
e 16
-7: 2
015
No-
Act
ion
Traf
fic C
ondi
tions
at S
igna
lized
Inte
rsec
tions
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
1) H
illsi
de A
venu
e (E
-W) @
EB
-TR
0.84
42.3
D
0.98
60.0
E*
0.51
19.3
B0.
5920
.6C
0.84
41.5
D0.
9553
.6D
*0.
5820
.5C
0.66
22.2
C
Van
Wyc
k E
xpw
y S
outh
boun
dW
B-L
1.01
102.
1F
*1.
4125
3.2
F*
0.60
23.8
C0.
8037
.8D
1.03
106.
7F
*1.
4426
8.1
F*
0.66
28.9
C0.
8546
.2D
S
ervi
ce R
oad
(SB
)W
B-T
0.34
18.7
B
0.38
19.3
B0.
228.
1A
0.25
8.4
A0.
3118
.3B
0.36
18.9
B0.
218.
1A
0.24
8.3
A
SB
-LTR
0.71
31.4
C
0.86
37.8
D0.
7433
.9C
0.96
49.7
D*
0.62
29.2
C0.
7833
.7C
0.79
35.4
D0.
9855
.2E
*
2) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
8144
.6D
1.
0389
.4F
*0.
4518
.5B
0.56
26.1
C0.
6433
.4C
0.82
52.8
D0.
5923
.6C
0.72
33.2
C
Van
Wyc
k E
xpw
y N
orth
boun
dE
B-T
0.46
12.6
B
0.57
14.3
B0.
379.
3A
0.47
10.3
B0.
3811
.5B
0.48
12.8
B0.
379.
3A
0.46
10.2
B
Ser
vice
Roa
d (N
B)
WB
-T0.
4720
.6C
0.
5522
.0C
0.48
18.8
B0.
5720
.3C
0.48
20.7
C0.
5722
.4C
0.48
18.8
B0.
5620
.1C
W
B-R
0.67
27.7
C
0.90
44.7
D*
0.55
22.0
C0.
8032
.2C
0.39
20.2
C0.
6326
.1C
0.50
20.7
C0.
7026
.4C
N
B-L
TR0.
8949
.6D
1.
0375
.6E
*0.
7533
.6C
0.87
39.2
D0.
7642
.6D
0.88
48.6
D0.
7734
.3C
0.89
40.6
D
3) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
5027
.3C
0.
9089
.5F
*0.
9711
3.5
F*
1.07
139.
7F
*0.
7765
.8E
*1.
9853
3.9
F*
0.60
50.0
D1.
2924
5.5
F*
Que
ens
Bou
leva
rd (N
-S)
EB
-TR
0.69
22.5
C
0.86
29.8
C0.
7035
.2D
0.91
47.5
D*
0.76
37.4
D0.
9858
.4E
*0.
8542
.0D
1.04
73.2
E*
WB
-L0.
1816
.7B
0.
4736
.6D
0.17
28.0
C0.
5359
.3E
*0.
1527
.7C
0.35
42.3
D0.
2332
.8C
0.40
46.3
D
WB
-T0.
6220
.6C
0.
7725
.0C
0.74
36.6
D0.
9653
.9D
*0.
6333
.1C
0.86
42.4
D0.
6934
.7C
0.86
42.5
D
WB
-R0.
5621
.1C
0.
6222
.9C
0.55
33.4
C0.
6135
.5D
0.37
29.2
C0.
4230
.2C
0.43
30.5
C0.
4831
.6C
N
B-L
0.
2742
.8D
0.
3344
.6D
0.20
33.4
C0.
2534
.6C
0.48
41.8
D0.
5947
.0D
0.20
33.4
C0.
2534
.5C
N
B-T
R0.
7760
.1E
*0.
8770
.8E
*0.
3936
.3D
0.45
37.7
D0.
2533
.7C
0.30
34.6
C0.
2633
.9C
0.31
34.7
C
SB
-L
0.32
27.8
C
0.35
28.5
C0.
2915
.2B
0.34
15.8
B0.
3215
.3B
0.37
15.8
B0.
2714
.7B
0.30
15.1
B
SB
-TR
0.31
27.7
C
0.34
28.2
C0.
2014
.6B
0.22
14.8
B0.
4518
.2B
0.50
19.0
B0.
2114
.7B
0.23
14.9
B
4) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
5015
.8B
0.
6318
.3B
0.49
15.8
B0.
6318
.2B
0.62
18.0
B0.
7621
.9C
0.52
16.2
B0.
6418
.4B
S
utph
in B
oule
vard
(N-S
)E
B-R
0.28
13.5
B
0.32
14.2
B0.
2413
.1B
0.29
13.6
B0.
2112
.7B
0.25
13.2
B0.
1812
.3B
0.20
12.6
B
WB
-L0.
6227
.1C
0.
8455
.0E
*0.
3916
.8B
0.53
29.3
C0.
5832
.6C
0.82
61.4
E*
0.39
18.7
B0.
5331
.6C
W
B-T
0.67
11.9
B
0.81
16.1
B0.
509.
2A
0.63
11.2
B0.
478.
8A
0.61
10.8
B0.
448.
4A
0.55
9.8
A
NB
-L
0.61
52.8
D
0.74
60.1
E*
0.66
55.2
E*
0.78
63.2
E*
0.38
45.4
D0.
4848
.1D
0.40
45.6
D0.
4647
.1D
N
B-R
0.47
48.7
D
0.58
53.1
D0.
4748
.8D
0.55
51.9
D0.
4748
.9D
0.54
51.7
D0.
3946
.1D
0.46
48.2
D
5) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
509.
2A
0.
6311
.2B
0.49
9.1
A0.
6211
.0B
0.61
10.7
B0.
7413
.7B
0.51
9.3
A0.
6210
.9B
14
8th
Stre
et-S
outh
(N-S
)W
B-T
0.77
14.4
B
0.92
23.3
C*
0.51
9.3
A0.
6511
.5B
0.51
9.2
A0.
6611
.7B
0.47
8.8
A0.
5910
.4B
N
B-L
R0.
7358
.5E
*0.
8165
.9E
*0.
9383
.9F
*1.
0411
0.2
F*
NB
-L0.
4444
.9D
NB
-L0.
4946
.2D
0.54
48.6
D0.
6051
.3D
N
B-R
0.44
45.4
DN
B-R
0.50
46.9
D
6) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
9082
.7F
*1.
7341
1.0
F*
0.39
14.3
B0.
6329
.1C
0.57
20.7
C1.
0093
.3F
*0.
2510
.9B
0.39
15.4
B
150t
h S
treet
(N-S
)E
B-T
0.50
11.9
B
0.64
14.2
B0.
4911
.6B
0.62
13.7
B0.
5812
.9B
0.70
15.7
B0.
5011
.7B
0.60
13.4
B
EB
-R0.
088.
0A
0.
108.
1A
0.09
8.0
A0.
108.
1A
0.10
8.1
A0.
138.
3A
0.05
7.7
A0.
077.
8A
W
B-L
0.43
15.1
B
0.83
49.5
D0.
2711
.3B
0.57
23.7
C0.
5521
.4C
1.12
134.
5F
*0.
4214
.9B
0.72
34.9
C
WB
-TR
0.85
21.3
C
1.01
45.4
D*
0.56
12.7
B0.
7015
.8B
0.57
12.9
B0.
7316
.6B
0.50
11.9
B0.
6313
.9B
S
B-L
TR0.
8864
.3E
*0.
9880
.9F
*0.
5844
.7D
0.64
46.9
D0.
5242
.8D
0.57
44.3
D0.
5443
.5D
0.59
45.2
D
7) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
5913
.4B
0.
7316
.7B
0.54
12.5
B0.
6815
.0B
0.64
14.2
B0.
7817
.9B
0.55
12.5
B0.
6614
.6B
15
3rd
Stre
et (N
B)
WB
-T0.
7416
.7B
0.
8923
.9C
0.48
11.4
B0.
6013
.4B
0.50
11.7
B0.
6414
.2B
0.47
11.3
B0.
5813
.0B
N
B-L
0.
5244
.5D
0.
6750
.6D
0.41
41.2
D0.
5545
.3D
0.27
37.9
D0.
3339
.2D
0.26
37.9
D0.
3339
.3D
N
B-R
0.38
40.5
D
0.46
42.5
D0.
2838
.4D
0.36
39.9
DN
B-L
R0.
3239
.1D
NB
-LR
0.39
40.6
D0.
4843
.1D
0.55
45.4
D
NB
-R0.
3539
.9D
NB
-R0.
4141
.4D
8) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
7468
.2E
*0.
8583
.6F
*0.
4528
.8C
0.63
48.8
D0.
5636
.5D
0.81
68.1
E*
0.50
33.9
C0.
6854
.8D
P
arso
ns B
oule
vard
(N-S
)E
B-T
0.65
23.4
C
0.80
29.0
C0.
6222
.8C
0.77
27.5
C0.
7727
.3C
0.93
39.1
D*
0.68
24.2
C0.
8229
.7C
E
B-R
0.34
18.8
B
0.44
20.8
C0.
2016
.5B
0.27
17.6
B0.
2216
.8B
0.30
18.0
B0.
1716
.0B
0.19
16.3
B
WB
-L0.
3123
.3C
0.
4735
.2D
0.27
20.7
C0.
4131
.4C
0.40
31.4
C0.
5951
.6D
0.29
24.2
C0.
3834
.5C
W
B-T
R1.
0359
.8E
*1.
2213
5.3
F*
0.74
26.7
C0.
9340
.1D
*0.
7828
.2C
1.00
54.1
D*
0.78
28.0
C0.
9643
.9D
*N
B-L
0.
3739
.2D
0.
5950
.9D
0.23
34.8
C0.
3639
.0D
0.43
40.6
D0.
4241
.1D
0.29
37.1
D0.
3840
.6D
N
B-T
0.81
55.7
E*
0.92
70.4
E*
0.40
37.1
D0.
4738
.7D
0.56
41.3
D0.
6544
.7D
0.34
35.5
D0.
3836
.3D
N
B-R
0.28
35.0
C
0.37
36.9
D0.
3035
.5D
0.38
37.4
D0.
3937
.5D
0.53
41.7
D0.
2434
.0C
0.27
34.7
C
SB
-L
0.61
54.7
D
0.88
96.3
F*
0.43
40.5
D0.
5545
.7D
0.55
46.9
D0.
7564
.1E
*0.
2835
.6D
0.36
37.9
D
SB
-T0.
6143
.5D
0.
7349
.3D
0.49
39.6
D0.
5842
.4D
0.50
39.6
D0.
5942
.4D
0.65
44.8
D0.
7248
.6D
S
B-R
0.35
36.6
D
0.41
38.1
D0.
2734
.9C
0.32
35.9
D0.
3235
.6D
0.36
36.8
D0.
2133
.6C
0.24
34.2
C
9) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
5412
.4B
0.
6714
.9B
0.53
12.2
B0.
6514
.4B
0.65
14.3
B0.
7918
.3B
0.54
12.3
B0.
6514
.4B
16
1st S
treet
(NB
)W
B-T
0.74
16.7
B
0.88
23.4
C0.
4811
.6B
0.60
13.3
B0.
5011
.8B
0.63
14.0
B0.
4711
.4B
0.58
13.0
B
NB
-L
0.23
37.4
D
0.30
38.8
D0.
2137
.0D
0.31
39.0
D0.
2537
.6D
0.36
39.8
D0.
3840
.5D
0.45
42.3
D
NB
-R0.
4441
.9D
0.
5344
.5D
0.57
45.9
D0.
6851
.3D
NB
-LR
0.36
40.0
DN
B-L
R0.
4341
.9D
0.66
50.2
D0.
7656
.4E
*N
B-R
0.51
44.4
DN
B-R
0.61
48.3
D
10) H
illsi
de A
venu
e (E
-W) @
EB
-TR
0.63
11.2
B
0.78
15.1
B0.
6411
.3B
0.78
15.1
B0.
7915
.4B
0.96
29.3
C*
0.66
11.7
B0.
7915
.2B
16
2nd
Stre
et (S
B)
WB
-L0.
3712
.2B
0.
7238
.2D
0.29
10.4
B0.
5625
.2C
0.71
41.3
D1.
6336
6.3
F*
0.50
17.8
B0.
8767
.9E
*W
B-T
0.71
12.8
B
0.84
17.7
B0.
478.
8A
0.58
10.3
B0.
488.
9A
0.61
10.7
B0.
468.
7A
0.57
10.0
A
SB
-LTR
0.78
61.0
E*
0.88
71.6
E*
0.35
42.8
D0.
4044
.0D
0.68
54.1
D0.
7659
.1E
*0.
3442
.6D
0.39
43.7
D
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
11) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
509.
2A
0.
6211
.0B
0.47
8.8
A0.
5810
.3B
0.70
12.5
B0.
8417
.5B
0.64
11.2
B0.
7614
.1B
16
5th
Stre
et-S
outh
(NB
)W
B-T
0.63
11.1
B
0.76
14.1
B0.
398.
0A
0.49
9.1
A0.
468.
7A
0.59
10.3
B0.
498.
9A
0.60
10.5
B
NB
-L
0.19
40.0
D
0.21
40.3
D0.
2240
.6D
0.25
41.1
D0.
1639
.3D
0.17
39.6
D0.
2040
.1D
0.22
40.4
D
NB
-R0.
2942
.3D
0.
3243
.1D
0.36
44.2
D0.
4045
.3D
0.49
48.2
D0.
5450
.4D
0.36
44.2
D0.
4045
.3D
12) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
2210
.8B
0.
3721
.8C
0.08
6.2
A0.
116.
7A
0.13
6.9
A0.
198.
2A
0.08
6.4
A0.
127.
2A
17
8th
Stre
et (N
B)
EB
-T0.
519.
3A
0.
6010
.6B
0.43
8.4
A0.
509.
2A
0.65
11.4
B0.
7513
.9B
0.51
9.3
A0.
5910
.4B
W
B-T
R0.
7614
.2B
0.
8819
.4B
0.41
8.1
A0.
488.
9A
0.47
8.8
A0.
5610
.0A
0.52
9.3
A0.
6010
.5B
N
B-L
TR0.
9583
.2F
*1.
0610
9.5
F*
0.57
48.4
D0.
6350
.6D
0.81
62.4
E*
0.90
73.5
E*
0.75
57.5
E*
0.82
63.8
E*
SB
-LR
0.32
43.8
D
0.40
46.5
D0.
1739
.8D
0.19
40.3
D0.
3344
.1D
0.38
46.0
D0.
1439
.2D
0.16
39.6
D
13) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
9891
.6F
*1.
0812
2.1
F*
0.74
43.0
D0.
8153
.5D
0.81
53.5
D0.
9070
.4E
*0.
5524
.5C
0.61
28.9
C
180t
h S
treet
/Mid
land
Pkw
y (S
B)
EB
-TR
0.65
11.6
B
0.75
13.7
B0.
509.
1A
0.57
10.1
B0.
6110
.7B
0.70
12.5
B0.
428.
2A
0.48
8.9
A
WB
-TR
0.83
16.7
B
0.94
25.8
C*
0.62
10.9
B0.
7112
.7B
0.57
10.1
B0.
6611
.6B
0.44
8.4
A0.
509.
2A
S
B-L
0.
3141
.5D
0.
3442
.1D
0.15
38.8
D0.
1739
.1D
0.36
42.6
D0.
4043
.3D
0.15
38.9
D0.
1739
.1D
S
B-R
0.93
84.8
F*
1.03
109.
6F
*0.
4947
.0D
0.53
48.6
D0.
6654
.2D
0.73
58.9
E*
0.37
43.7
D0.
4144
.7D
14) 8
9th
Ave
nue
(WB
)W
B-L
TR0.
7734
.0C
0.
9251
.0D
*0.
7129
.8C
0.84
39.9
D0.
7430
.7C
0.89
45.0
D0.
4521
.2C
0.50
22.2
C
Sut
phin
Bou
leva
rd (N
-S)
NB
-LT
0.46
9.2
A
0.53
10.1
B0.
428.
6A
0.48
9.3
A0.
388.
2A
0.43
8.8
A0.
297.
3A
0.33
7.6
A
SB
-TR
0.57
10.9
B
0.63
12.2
B0.
428.
6A
0.47
9.2
A0.
529.
9A
0.59
11.1
B0.
367.
9A
0.41
8.4
A
15) 8
9th
Ave
nue
(WB
)W
B-L
T 0.
5816
.6B
0.
6819
.3B
0.48
14.4
B0.
5615
.9B
0.44
13.7
B0.
5315
.2B
0.37
12.8
B0.
4213
.4B
15
0th
Stre
et (S
B)
SB
-TR
0.60
17.3
B
0.71
20.5
C0.
4213
.7B
0.51
15.2
B0.
5015
.0B
0.61
17.5
B0.
3813
.1B
0.46
14.3
B
16) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
4413
.6B
0.
5214
.9B
0.32
12.1
B0.
4013
.0B
0.31
12.0
B0.
4012
.9B
0.35
12.4
B0.
4012
.9B
15
3rd
Stre
et (N
B)
NB
-LT
0.61
16.4
B
0.71
19.1
B0.
4413
.5B
0.52
14.7
B0.
4814
.0B
0.55
15.3
B0.
1610
.6B
0.19
10.9
B
17) 8
9th
Ave
nue
(WB
) @W
B-L
TR0.
5823
.3C
0.
6625
.8C
0.50
21.3
C0.
5722
.8C
0.52
21.4
C0.
5923
.1C
0.59
22.8
C0.
6524
.6C
P
arso
ns B
oule
vard
(N-S
)N
B-L
T0.
327.
0A
0.
428.
0A
0.24
6.4
A0.
347.
2A
0.28
6.6
A0.
417.
8A
0.22
6.2
A0.
256.
4A
S
B-T
0.
6211
.1B
0.
7715
.6B
0.42
8.1
A0.
529.
5A
0.54
9.6
A0.
6511
.7B
0.37
7.5
A0.
418.
0A
S
B-R
0.15
5.9
A
0.17
6.1
A0.
135.
8A
0.16
6.0
A0.
105.
6A
0.12
5.7
A0.
095.
6A
0.10
5.6
A
18) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
4013
.0B
0.
5515
.4B
0.27
11.5
B0.
3712
.5B
0.32
12.0
B0.
3812
.7B
0.32
12.0
B0.
3812
.6B
16
1st S
treet
(NB
)N
B-L
T0.
2911
.8B
0.
3412
.4B
0.41
13.3
B0.
4714
.1B
0.51
14.8
B0.
5715
.9B
0.56
15.5
B0.
6217
.0B
19) 8
9th
Ave
nue
(WB
) @W
B-L
T 0.
3011
.9B
0.
3612
.7B
0.26
11.5
B0.
3112
.0B
0.33
12.2
B0.
3812
.8B
0.29
11.7
B0.
3312
.1B
16
2nd
Stre
et (S
B)
SB
-TR
0.42
13.4
B
0.55
15.6
B0.
3112
.0B
0.39
13.0
B0.
4313
.4B
0.49
14.5
B0.
3312
.3B
0.39
13.1
B
20) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
3212
.3B
0.
3913
.1B
0.33
12.3
B0.
3913
.0B
0.39
13.0
B0.
4613
.9B
0.32
12.1
B0.
3712
.7B
16
3rd
Stre
et (N
B)
NB
-LT
0.64
17.4
B
0.72
19.7
B0.
3112
.0B
0.35
12.4
B0.
4613
.8B
0.51
14.7
B0.
4213
.3B
0.47
14.0
B
21) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
3517
.8B
0.
4519
.6B
0.40
18.6
B0.
5020
.5C
0.45
19.5
B0.
5521
.5C
0.59
22.6
C0.
7026
.0C
V
an W
yck
Exp
wy
Sou
thbo
und
EB
-R0.
3818
.5B
0.
4319
.5B
0.31
17.3
B0.
3517
.9B
0.28
16.7
B0.
3117
.3B
0.09
14.5
B0.
1114
.7B
S
ervi
ce R
oad
(SB
)W
B-L
0.46
15.8
B0.
6223
.0C
0.55
19.8
B0.
7432
.0C
0.47
19.3
B0.
6428
.4C
0.19
17.8
B0.
2923
.5C
WB
-T
0.26
9.5
A
0.31
10.0
A0.
3410
.4B
0.40
11.1
B0.
3610
.4B
0.42
11.3
B0.
289.
7A
0.33
10.2
B
SB
-LTR
0.84
48.6
D
0.98
66.4
E*
0.58
40.3
D0.
7143
.3D
0.86
49.6
D1.
0173
.6E
*0.
6642
.1D
0.79
46.3
D
22) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
1814
.0B
0.26
18.1
B0.
2720
.2C
0.40
28.7
C0.
2518
.1B
0.36
25.1
C0.
4817
.8B
0.61
24.0
CV
an W
yck
Exp
wy
Nor
thbo
und
EB
-T0.
3410
.4B
0.
4311
.5B
0.25
9.3
A0.
3210
.0A
0.28
9.6
A0.
3510
.4B
0.32
10.0
A0.
3910
.9B
S
ervi
ce R
oad
(NB
)W
B-T
0.53
21.5
C
0.66
25.2
C0.
7428
.9C
0.89
40.5
D0.
6123
.2C
0.74
28.0
C0.
4218
.9B
0.50
20.6
C
WB
-R0.
0313
.8B
0.
0714
.3B
0.11
14.7
B0.
1415
.0B
0.06
14.2
B0.
0914
.5B
0.31
17.3
B0.
3618
.2B
N
B-L
TR1.
0069
.6E
*1.
1512
0.6
F*
1.01
71.5
E*
1.16
123.
6F
*1.
0376
.5E
*1.
1712
7.0
F*
0.55
39.5
D0.
6341
.2D
23) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.67
29.2
C
0.89
43.7
D0.
6127
.4C
0.84
38.6
D0.
6026
.9C
0.82
36.9
D0.
3622
.0C
0.49
24.5
C
Que
ens
Bou
leva
rd (N
-S)
WB
-T0.
4925
.2C
0.
6429
.4C
0.72
32.7
C0.
8844
.3D
0.59
27.5
C0.
7433
.1C
0.44
24.0
C0.
5526
.3C
W
B-R
0.28
21.5
C
0.33
22.3
C0.
2721
.2C
0.31
22.0
C0.
2220
.3C
0.25
20.8
C0.
1519
.5B
0.18
19.9
B
SB
-L0.
2520
.7C
0.
2821
.2C
0.19
19.9
B0.
2220
.3C
0.35
22.3
C0.
4023
.1C
0.10
18.8
B0.
1219
.0B
S
B-R
0.11
18.9
B
0.13
19.1
B0.
1619
.5B
0.18
19.9
B0.
2320
.5C
0.26
21.0
C0.
1920
.0B
0.22
20.4
C
24) J
amai
ca A
venu
e (E
-W) @
EB
-LTR
0.67
30.7
C
0.89
40.7
D0.
6630
.4C
0.85
35.7
D0.
7534
.0C
1.00
61.3
E*
0.57
27.2
C0.
7327
.1C
S
utph
in B
oule
vard
(N-S
)W
B-L
TR0.
6830
.8C
0.
5120
.2C
0.56
27.5
C0.
4218
.3B
0.56
27.2
C0.
4319
.7B
0.68
30.9
C0.
4819
.1B
N
B-L
TR0.
5826
.2C
0.
6622
.4C
0.41
22.8
C0.
4819
.2B
0.40
22.8
C0.
4517
.7B
0.33
21.6
C0.
3817
.8B
S
B-L
TR0.
4724
.0C
0.
5419
.7B
0.25
20.4
C0.
3016
.7B
0.33
21.5
C0.
3716
.4B
0.18
19.6
B0.
2115
.8B
25) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
4213
.8B
0.
5616
.4B
0.49
15.0
B0.
6117
.8B
0.47
14.5
B0.
5816
.9B
0.41
13.5
B0.
5115
.3B
15
0th
Stre
et (N
-S)
EB
-R0.
079.
8A
0.
079.
8A
0.07
9.8
A0.
089.
9A
0.07
9.8
A0.
079.
8A
0.06
9.7
A0.
079.
8A
W
B-L
T0.
9853
.9D
*1.
3218
0.4
F*
0.66
21.1
C0.
8432
.9C
0.86
35.3
D1.
1611
5.7
F*
0.72
24.0
C0.
9448
.5D
*N
B-L
R0.
9793
.9F
*1.
3522
7.7
F*
0.48
40.3
D0.
6852
.2D
0.77
60.3
E*
1.11
139.
6F
*0.
3937
.4D
0.53
43.4
D
SB
-LT
0.51
38.2
D
0.64
42.6
D0.
4636
.8D
0.58
40.2
D0.
5338
.6D
0.67
43.5
D0.
4235
.9D
0.52
38.3
D
SB
-R0.
3133
.9C
0.
3635
.2D
0.26
32.9
C0.
3033
.9C
0.24
32.5
C0.
2833
.3C
0.27
33.2
C0.
3134
.0C
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
26) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
3722
.3C
0.
8770
.1E
*0.
3017
.9B
0.48
23.4
C0.
2417
.6B
0.42
22.5
C0.
1616
.2B
0.23
17.5
B
Par
sons
Bou
leva
rd (N
-S)
EB
-T0.
6425
.3C
0.
7429
.2C
0.54
21.2
C0.
6323
.7C
0.55
22.4
C0.
6424
.9C
0.55
22.3
C0.
6324
.6C
E
B-R
0.16
15.8
B
0.24
17.0
B0.
1014
.3B
0.14
14.9
B0.
1515
.7B
0.21
16.5
B0.
0914
.9B
0.16
15.8
B
WB
-L0.
3019
.6B
0.
3922
.7C
0.23
17.0
B0.
2918
.7B
0.24
18.0
B0.
3220
.1C
0.54
26.8
C0.
6937
.0D
W
B-T
0.85
37.7
D
1.02
69.5
E*
0.56
22.4
C0.
6926
.6C
0.54
22.3
C0.
6726
.2C
0.48
21.0
C0.
6024
.1C
W
B-R
0.19
16.3
B
0.25
17.2
B0.
1515
.1B
0.20
15.7
B0.
1215
.4B
0.16
15.8
B0.
1215
.4B
0.13
15.5
B
NB
-LTR
0.15
28.4
C
0.17
28.7
C0.
1529
.0C
0.18
29.3
C0.
2129
.3C
0.24
29.7
C0.
2529
.8C
0.28
30.3
C
SB
-LTR
0.67
39.1
D
0.82
46.4
D0.
5636
.1D
0.69
40.2
D0.
6839
.2D
0.85
48.7
D0.
6839
.6D
0.76
43.5
D
27) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
059.
1A
0.
089.
8A
0.08
9.3
A0.
119.
8A
0.11
9.6
A0.
1410
.1B
0.09
9.4
A0.
119.
9A
16
0th
Stre
et (N
B)
EB
-T0.
7019
.7B
0.
8125
.5C
0.58
16.1
B0.
6919
.4B
0.61
16.6
B0.
7320
.4C
0.66
17.9
B0.
7521
.3C
W
B-T
0.82
25.9
C
0.98
49.5
D*
0.57
15.9
B0.
6919
.8B
0.49
14.0
B0.
6016
.5B
0.59
16.1
B0.
7019
.4B
W
B-R
0.03
8.7
A0.
038.
7A
0.02
8.6
A0.
028.
6A
0.02
8.6
A0.
028.
6A
0.01
8.5
A0.
018.
5A
NB
-LTR
0.39
35.5
D
0.45
36.5
D0.
6243
.4D
0.69
46.7
D0.
3935
.5D
0.44
36.4
D0.
5841
.9D
0.66
45.2
D
28) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
6016
.0B
0.
7019
.3B
0.54
18.7
B0.
6421
.5C
0.56
14.8
B0.
6617
.5B
0.63
20.8
C0.
7223
.9C
U
nion
Hal
l / 1
62nd
St (
SB
)E
B-R
0.07
8.6
A0.
078.
7A
0.09
12.1
B0.
1012
.2B
0.09
8.8
A0.
118.
9A
0.10
12.2
B0.
1112
.3B
WB
-T1.
0158
.9E
*1.
2113
0.3
F*
0.85
36.6
D1.
0372
.1E
*0.
6117
.0B
0.75
22.4
C0.
7728
.7C
0.91
42.9
D*
SB
-LTR
0.35
41.6
D
0.39
42.3
D0.
2534
.0C
0.29
34.5
C0.
5245
.2D
0.59
47.0
D0.
2433
.9C
0.27
34.3
C
29) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.52
12.2
B
0.61
14.2
B0.
4110
.4B
0.49
11.6
B0.
4310
.6B
0.52
12.1
B0.
4611
.1B
0.53
12.3
B
163r
d S
treet
(NB
) /E
B-R
0.11
7.6
A0.
137.
7A
0.13
7.7
A0.
147.
9A
0.22
8.6
A0.
258.
9A
0.14
7.8
A0.
168.
0A
Guy
R B
rew
er (N
-S)
WB
-LT
0.81
22.4
C
0.97
42.3
D*
0.51
12.3
B0.
6214
.7B
0.46
11.3
B0.
5713
.2B
0.52
12.3
B0.
6214
.3B
W
B-R
0.25
8.8
A0.
289.
1A
0.14
7.7
A0.
157.
9A
0.19
8.1
A0.
218.
3A
0.23
8.6
A0.
268.
8A
NB
-LTR
0.76
54.8
D
0.86
64.4
E*
0.54
44.5
D0.
6347
.9D
0.60
46.8
D0.
6950
.9D
0.53
44.4
D0.
6147
.1D
30) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
499.
5A
0.
5711
.0B
0.42
10.6
B0.
5011
.9B
0.54
20.3
C0.
6523
.5C
0.52
12.0
B0.
5913
.4B
16
4th
Stre
et (S
B)
WB
-T0.
8723
.6C
1.
0149
.8D
*0.
4811
.7B
0.58
13.6
B0.
5721
.2C
0.69
24.9
C0.
5813
.3B
0.67
15.7
B
SB
-L
0.32
43.3
D
0.37
44.4
D0.
3740
.3D
0.42
41.4
D0.
2527
.0C
0.28
27.5
C0.
4241
.5D
0.48
43.0
D
SB
-R0.
2843
.2D
0.
3645
.3D
0.46
43.7
D0.
5245
.9D
0.32
28.6
C0.
3629
.6C
0.45
43.6
D0.
5246
.2D
31) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
479.
2A
0.
5610
.7B
0.44
8.8
A0.
5310
.1B
0.53
20.1
C0.
6523
.4C
0.51
9.7
A0.
5911
.1B
16
5th
Stre
et (S
B)
EB
-R0.
146.
1A
0.16
6.2
A0.
095.
7A
0.10
5.8
A0.
2114
.9B
0.23
15.2
B0.
135.
9A
0.14
6.0
AW
B-L
T0.
8018
.9B
0.
9433
.9C
*0.
459.
1A
0.55
10.7
B0.
5921
.9C
0.72
26.4
C0.
5510
.5B
0.64
12.4
B
NB
-LTR
0.44
45.2
D
0.48
46.4
D0.
3242
.8D
0.35
43.5
D0.
3127
.8C
0.34
28.5
C0.
2341
.1D
0.26
41.7
D
32) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
5120
.0B
0.
6122
.5C
0.52
19.9
B0.
6122
.3C
0.54
20.4
C0.
6523
.3C
0.64
22.9
C0.
7326
.3C
M
erric
k B
oule
vard
(SB
)E
B-R
0.19
14.7
B0.
2215
.1B
0.17
14.4
B0.
2014
.8B
0.18
14.5
B0.
2215
.0B
0.12
13.8
B0.
1414
.0B
WB
-LT
0.97
53.7
D*
1.39
213.
2F
*0.
6625
.0C
1.02
73.2
E*
0.61
22.8
C1.
2315
0.2
F*
0.85
36.5
D1.
3820
9.5
F*
SB
-LTR
0.48
30.0
C
0.59
32.4
C0.
3327
.5C
0.43
29.1
C0.
5731
.9C
0.69
35.1
D0.
5230
.8C
0.64
33.5
C
33) J
amai
ca A
venu
e (E
-W) @
EB
-TR
0.27
6.7
A
0.32
7.0
A0.
256.
5A
0.30
6.8
A0.
286.
7A
0.34
7.1
A0.
246.
4A
0.28
6.7
A
180t
h S
treet
WB
-LT
0.58
9.9
A
0.67
11.6
B0.
327.
1A
0.38
7.6
A0.
417.
9A
0.50
9.0
A0.
387.
6A
0.44
8.1
A
NB
-LR
0.09
39.3
D
0.10
39.5
D0.
1740
.6D
0.19
41.0
D0.
1941
.5D
0.22
42.3
D0.
1139
.4D
0.12
39.6
D
SB
-LTR
0.69
56.7
E*
0.78
63.4
E*
0.25
41.5
D0.
2842
.2D
0.66
54.8
D0.
7560
.5E
*0.
4345
.7D
0.48
47.3
D
34) A
rche
r Ave
nue
(E-W
) @E
B-L
0.28
23.1
C
0.30
24.3
C0.
1721
.0C
0.17
20.4
C0.
3224
.0C
0.37
29.2
C0.
1320
.1C
0.13
19.7
B
Sut
phin
Bou
leva
rd (N
-S)
EB
-T0.
5126
.8C
E
B-T
R0.
5225
.9C
0.30
22.3
CE
B-T
R0.
2820
.9C
0.36
23.4
CE
B-T
R0.
3926
.6C
0.19
20.6
CE
B-T
R0.
2020
.0B
E
B-R
0.40
24.6
C
0.23
21.4
C0.
2421
.6C
0.20
20.8
C
WB
-L0.
6533
.6C
W
B-L
T0.
3824
.0C
0.52
27.4
CW
B-L
T0.
2820
.9C
0.62
30.9
CW
B-L
T0.
3926
.8C
0.46
25.5
CW
B-L
T0.
2420
.4C
W
B-T
R0.
2021
.0C
W
B-R
0.24
22.8
C0.
1720
.5C
WB
-R0.
1920
.5C
0.21
21.1
CW
B-R
0.28
26.2
C0.
1520
.3C
WB
-R0.
1720
.1C
N
B-L
0.22
12.1
BN
B-L
0.13
11.7
BN
B-L
0.11
8.8
AN
B-L
0.12
11.5
B
NB
-LTR
0.75
26.5
C
NB
-TR
0.50
14.1
B0.
5420
.6C
NB
-TR
0.40
13.8
B0.
4819
.7B
NB
-TR
0.32
10.0
A0.
4419
.0B
NB
-TR
0.31
12.9
B
SB
-LTR
0.47
19.1
B
0.43
13.1
B0.
2716
.5B
0.26
12.4
B0.
4218
.4B
0.37
10.4
B0.
2316
.1B
0.22
11.9
B
35) A
rche
r Ave
nue
(E-W
) @E
B-L
TR0.
6123
.2C
0.
6725
.4C
0.45
19.2
B0.
5020
.2C
0.69
26.0
C0.
7629
.5C
0.44
18.9
B0.
4919
.8B
15
0th
Stre
et (N
-S)
WB
-L0.
9975
.8E
*1.
1813
6.7
F*
0.49
22.3
C0.
5825
.5C
0.89
54.3
D1.
0710
0.9
F*
0.51
23.0
C0.
5926
.3C
W
B-T
R0.
5120
.8C
0.
5622
.0C
0.37
18.0
B0.
4118
.6B
0.41
18.7
B0.
4619
.5B
0.43
18.8
B0.
4719
.6B
N
B-L
TR0.
5422
.0C
0.
6625
.7C
0.25
17.2
B0.
3017
.8B
0.40
19.3
B0.
4921
.2C
0.22
16.8
B0.
2517
.2B
S
B-L
TR0.
5127
.6C
0.
6230
.5C
0.47
27.2
C0.
5629
.5C
0.61
30.1
C0.
7234
.3C
0.56
29.2
C0.
6632
.4C
36) A
rche
r Ave
nue
(E-W
) @E
B-L
0.44
17.6
B
0.57
23.1
C0.
3314
.1B
0.40
15.7
B0.
5721
.2C
0.70
29.0
C0.
5720
.6C
0.68
26.1
C
Par
sons
Bou
leva
rd (N
-S)
EB
-T0.
7220
.7C
0.
8024
.2C
0.51
15.4
B0.
5616
.6B
0.57
16.5
B0.
6317
.9B
0.47
14.6
B0.
5215
.5B
W
B-T
0.43
13.2
B
0.48
13.9
B0.
2811
.7B
0.31
12.0
B0.
3712
.5B
0.41
13.0
B0.
3412
.2B
0.37
12.6
B
SB
-L0.
5027
.1C
0.
6430
.9C
0.40
25.0
C0.
4926
.8C
0.58
28.7
C0.
7133
.3C
0.56
28.3
C0.
6932
.5C
S
B-R
0.40
24.5
C
0.45
25.3
C0.
2922
.8C
0.32
23.2
C0.
3223
.2C
0.36
23.8
C0.
2422
.1C
0.26
22.4
C
37) A
rche
r Ave
nue
(E-W
) @E
B-L
T1.
0359
.1E
*1.
2815
6.4
F*
0.63
14.6
B0.
7418
.1B
0.82
23.3
C1.
0462
.5E
*0.
6715
.3B
0.79
19.9
B
160t
h S
treet
(NB
)E
B-R
0.24
8.7
A
0.27
8.9
A0.
127.
5A
0.13
7.6
A0.
319.
4A
0.34
9.8
A0.
117.
5A
0.13
7.6
A
WB
-LTR
0.80
28.3
C
1.01
58.2
E*
0.46
18.3
B0.
5219
.3B
0.65
22.1
C0.
7625
.7C
0.51
19.0
B0.
5720
.1C
N
B-L
TR0.
6435
.2D
0.
7137
.9D
0.38
29.1
C0.
4329
.9C
0.46
30.6
C0.
5131
.7C
0.37
28.9
C0.
4129
.6C
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
38) A
rche
r Ave
nue
(E-W
) @E
B-T
0.87
30.4
C
1.02
56.9
E*
0.58
16.6
B
0.67
19.0
B
0.71
20.6
C0.
8326
.6C
0.64
18.0
B0.
7521
.4C
U
nion
Hal
l Stre
et (S
B)
WB
-T0.
4713
.9B
0.
5214
.6B
0.52
15.5
B
0.58
16.7
B
0.44
13.4
B0.
4914
.1B
0.59
16.9
B0.
6618
.5B
S
B-L
R0.
3624
.5C
0.
4125
.4C
0.34
24.2
C
0.39
25.1
C
0.42
25.6
C0.
4726
.8C
0.36
24.5
C0.
4125
.5C
39) A
rche
r Ave
nue
(E-W
) @E
B-L
TR1.
0367
.8E
*1.
2012
8.8
F*
0.87
36.6
D
1.00
59.4
E*
0.99
57.4
E*
1.15
107.
6F
*0.
9342
.9D
*1.
0778
.9E
*G
uy R
Bre
wer
Bou
leva
rd (N
-S)
WB
-L0.
3221
.3C
0.
4327
.4C
0.36
21.1
C
0.47
25.8
C
0.61
33.3
C0.
8055
.9E
*0.
5127
.4C
0.67
40.6
D
WB
-TR
0.52
19.6
B
0.58
20.6
C0.
3517
.0B
0.
3917
.5B
0.
5119
.2B
0.56
20.1
C0.
3817
.3B
0.42
17.8
B
NB
-LTR
0.93
52.9
D*
1.07
87.3
F*
0.54
23.1
C
0.63
26.0
C
0.81
36.6
D0.
9250
.7D
*0.
6828
.5C
0.77
33.6
C
SB
-LTR
0.15
16.0
B
0.16
16.2
B0.
1415
.9B
0.
1616
.1B
0.
2617
.5B
0.30
18.0
B0.
1716
.3B
0.19
16.5
B
40) A
rche
r Ave
nue
(E-W
) @E
B-L
TR1.
0162
.5E
*1.
1912
3.3
F*
0.72
26.4
C
0.83
32.6
C
0.96
51.7
D*
1.20
128.
4F
*1.
0163
.3E
*1.
1711
6.8
F*
165t
h S
treet
(N-S
)W
B-L
TR0.
6622
.7C
0.
7324
.9C
0.44
18.2
B
0.49
18.9
B
0.66
22.6
C0.
7425
.1C
0.94
50.9
D*
1.07
84.1
F*
NB
-LTR
0.16
16.3
B
0.18
16.5
B0.
1916
.7B
0.
2116
.9B
0.
1916
.8B
0.22
17.1
B0.
3519
.0B
0.40
19.8
B
SB
-LTR
0.18
16.5
B
0.19
16.8
B0.
2117
.0B
0.
2417
.3B
0.
4621
.2C
0.51
22.5
C0.
2216
.9B
0.25
17.2
B
41) A
rche
r Ave
nue
(E-W
) @E
B-T
R0.
5720
.3C
0.
6722
.3C
0.47
18.7
B
0.54
19.8
B
0.61
21.4
C0.
7023
.7C
0.56
20.0
B0.
6521
.8C
M
erric
k B
oule
vard
(SB
)W
B-L
T0.
8028
.8C
0.
9749
.7D
*0.
5620
.7C
0.
6723
.6C
1.
0262
.5E
*1.
2012
6.5
F*
WB
-DfL
0.88
59.7
E*
WB
-DfL
1.18
147.
8F
*
WB
-T0.
6022
.4C
WB
-T0.
6624
.3C
S
B-L
TR0.
4919
.8B
0.
6222
.1C
0.33
17.7
B
0.44
19.1
B
0.53
20.4
C0.
6923
.8C
0.48
19.6
B0.
6122
.0C
42) A
tlant
ic A
venu
e (E
-W) @
EB
-TR
0.57
26.2
C
0.63
27.2
C0.
4023
.8C
0.
4424
.3C
0.
5225
.5C
0.58
26.3
C0.
6126
.9C
0.67
28.1
C
Van
Wyc
k E
xpw
y S
outh
boun
dW
B-L
0.36
26.6
C
0.43
30.8
C0.
1815
.8B
0.
2117
.1B
0.
3221
.4C
0.37
24.5
C0.
2220
.4C
0.25
23.0
C
Ser
vice
Roa
d (S
B)
WB
-LT
0.54
20.2
C
0.63
22.2
C0.
2713
.5B
0.
3113
.9B
0.
4415
.5B
0.50
16.5
B0.
3314
.2B
0.38
14.8
B
SB
-LTR
0.80
25.0
C
0.89
29.6
C0.
7727
.2C
0.
8630
.9C
1.
0151
.0D
*1.
1393
.4F
*0.
7326
.2C
0.82
28.9
C
43) A
tlant
ic A
venu
e (E
-W) @
EB
-LE
B-D
fL0.
7032
.9C
1.07
90.6
F*
0.55
23.0
C0.
9151
.3D
*E
B-D
fL0.
4521
.7C
0.98
66.7
E*
0.61
24.7
C1.
0068
.7E
*V
an W
yck
Exp
wy
Nor
thbo
und
EB
-T0.
4218
.7B
0.51
22.9
C0.
2913
.7B
0.41
20.4
C
0.39
15.2
B0.
5222
.4C
0.33
14.1
B0.
4621
.3C
S
ervi
ce R
oad
(NB
)W
B-T
R0.
6833
.1C
0.
5927
.1C
0.45
30.8
C
0.33
22.6
C
0.79
41.8
D0.
5325
.4C
0.43
30.4
C0.
3222
.4C
N
B-L
TR0.
9332
.5C
*0.
9229
.0C
*0.
9235
.0C
*0.
8022
.8C
0.
9437
.5D
*0.
8424
.3C
0.63
23.9
C0.
5317
.3B
44) 9
4th
Ave
nue
(E-W
) @E
B-L
R0.
3817
.9B
-
--
0.42
18.4
B
--
-0.
3717
.6B
--
-0.
4218
.4B
--
-S
utph
in B
oule
vard
(N-S
)W
B-L
TR0.
5019
.3B
0.
2021
.1C
0.28
16.1
B
0.09
14.5
B
0.44
18.2
B0.
1719
.4B
0.29
16.2
B0.
0914
.6B
N
B-L
0.45
17.2
BN
B-L
0.17
16.0
B
NB
-L0.
3816
.2B
NB
-L0.
1615
.7B
N
B-L
T1.
0049
.6D
*N
B-T
0.80
23.7
C0.
5712
.5B
N
B-T
0.78
29.4
C
0.71
17.1
BN
B-T
0.59
17.9
B0.
4310
.2B
NB
-T0.
6122
.8C
S
B-T
R0.
4910
.1B
S
B-T
0.44
13.1
B0.
288.
2A
S
B-T
0.21
15.7
B
0.38
9.0
AS
B-T
0.33
12.9
B0.
227.
8A
SB
-T0.
1915
.5B
S
B-R
0.13
10.4
BS
B-R
0.27
16.9
B
SB
-R0.
1611
.6B
SB
-R0.
1515
.4B
45) 9
4th
Ave
nue
(WB
) @W
B-L
TR0.
2616
.0B
0.
4123
.5C
0.22
15.6
B
0.25
16.8
B
0.22
15.6
B0.
2818
.7B
0.15
14.8
B0.
1615
.0B
15
0th
Stre
et (N
-S)
NB
-LT
0.52
11.8
B
0.52
8.3
A0.
238.
3A
0.
288.
1A
0.
339.
1A
0.37
7.9
A0.
228.
2A
0.28
8.7
A
SB
-TR
0.73
16.3
B
0.71
11.6
B0.
4610
.5B
0.
5210
.8B
0.
8019
.3B
0.84
19.5
B0.
5712
.4B
0.65
14.1
B
46) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
8556
.7E
*0.
8245
.7D
0.43
18.9
B
0.41
14.5
B
0.88
71.0
E*
0.98
92.0
F*
0.48
21.0
C0.
4816
.8B
S
utph
in B
oule
vard
(N-S
)E
B-T
R0.
7618
.6B
0.
7314
.2B
0.43
13.0
B
0.41
9.6
A
0.49
13.7
B0.
4710
.2B
0.44
13.2
B0.
439.
8A
W
B-L
0.14
12.6
B
0.15
9.5
A0.
1411
.4B
0.
148.
3A
0.
1511
.6B
0.15
8.5
A0.
2212
.4B
0.21
9.3
A
WB
-TR
0.72
17.7
B
0.68
13.2
B0.
6315
.8B
0.
6011
.8B
0.
8422
.1C
0.81
16.8
B0.
6415
.9B
0.61
11.9
B
NB
-LTR
0.59
15.5
B
0.87
30.4
C0.
3212
.1B
0.
4717
.4B
0.
4213
.2B
0.64
20.7
C0.
7523
.3C
0.59
19.5
B
SB
-LTR
0.50
15.1
B
0.99
63.0
E*
0.45
14.1
B
0.69
23.9
C
0.82
25.2
C1.
6030
0.1
F*
0.54
15.4
B0.
9754
.4D
*
47) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
3612
.5B
0.
5319
.5B
0.14
8.1
A
0.20
9.1
A
0.26
10.2
B0.
3914
.2B
0.13
8.0
A0.
178.
9A
15
0th
Stre
et (N
-S)
EB
-TR
0.53
10.4
B
0.62
11.7
B0.
389.
0A
0.
449.
5A
0.
479.
8A
0.55
10.7
B0.
469.
7A
0.54
10.6
B
WB
-L0.
037.
0A
0.
077.
6A
0.08
7.4
A
0.14
8.1
A
0.10
7.7
A0.
239.
7A
0.09
7.6
A0.
188.
9A
W
B-T
R0.
5711
.0B
0.
6612
.3B
0.45
9.6
A
0.52
10.4
B
0.54
10.6
B0.
6412
.1B
0.48
9.9
A0.
5610
.8B
N
B-L
TR1.
0162
.3E
*1.
1811
9.1
F*
0.48
19.6
B
0.58
22.0
C
0.72
27.4
C0.
8538
.2D
0.46
19.2
B0.
5621
.6C
S
B-L
TR0.
9449
.2D
*1.
3419
2.4
F*
0.46
18.5
B
0.54
20.1
C
0.83
32.3
C1.
0368
.6E
*0.
7526
.5C
0.89
38.3
D
48) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
7752
.3D
0.
8767
.7E
*0.
2513
.8B
0.
3517
.1B
0.
5328
.6C
0.61
34.0
C0.
1511
.8B
0.21
13.1
B
Guy
R. B
rew
er B
oule
vard
(N-S
)E
B-T
R0.
6716
.5B
0.
8019
.9B
0.52
14.0
B
0.61
15.4
B
0.75
18.3
B0.
8723
.9C
0.65
16.1
B0.
7718
.9B
W
B-L
0.20
13.3
B
0.31
17.8
B0.
1511
.8B
0.
2313
.6B
0.
2415
.1B
0.37
20.0
C0.
2614
.7B
0.41
21.5
C
WB
-TR
0.97
34.6
C*
1.10
73.4
E*
0.54
14.3
B
0.63
15.6
B
0.79
19.8
B0.
9328
.6C
*0.
4813
.5B
0.56
14.6
B
NB
-LTR
0.94
45.5
D*
1.16
112.
9F
*0.
4915
.5B
0.
6018
.2B
0.
7726
.9C
0.99
60.4
E*
0.69
21.2
C0.
8330
.4C
S
B-L
0.09
10.7
B
0.10
11.0
B0.
0910
.6B
0.
1110
.9B
0.
1911
.7B
0.22
12.3
B0.
1711
.6B
0.21
12.2
B
SB
-TR
0.49
15.5
B
0.54
16.6
B0.
5216
.2B
0.
5917
.7B
0.
7824
.9C
0.87
32.3
C0.
5115
.9B
0.57
17.2
B
49) L
iber
ty A
venu
e (E
-W) @
EB
-T0.
5314
.5B
0.
6216
.0B
0.33
12.1
B
0.39
12.7
B
0.52
14.4
B0.
6015
.6B
0.55
14.8
B0.
6316
.2B
M
erric
k B
oule
vard
(SB
)E
B-R
0.31
12.5
B
0.35
13.0
B0.
1410
.7B
0.
1711
.0B
0.
3913
.5B
0.45
14.4
B0.
3412
.8B
0.38
13.4
B
WB
-L0.
3716
.8B
0.
5425
.8C
0.28
13.2
B
0.36
15.1
B
0.51
21.3
C0.
7136
.9D
0.39
17.7
B0.
5627
.4C
W
B-T
0.65
16.6
B
0.72
18.3
B0.
3111
.9B
0.
3512
.3B
0.
5014
.1B
0.56
15.0
B0.
4413
.3B
0.49
13.9
B
SB
-LTR
0.99
56.1
E*
1.16
114.
9F
*0.
7130
.6C
0.
8739
.0D
1.
0161
.2E
*1.
2515
0.8
F*
1.01
62.9
E*
1.21
133.
5F
*
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
50) L
iber
ty A
venu
e (E
-W) @
EB
-T0.
6313
.3B
0.
7215
.6B
0.42
9.9
A0.
4810
.7B
0.69
14.6
B0.
7918
.1B
0.55
11.7
B0.
6112
.9B
D
unki
rk S
treet
EB
-R0.
319.
0A
0.
349.
3A
0.27
8.7
A0.
309.
0A
0.75
17.8
B0.
8322
.1C
0.38
9.8
A0.
4210
.3B
W
B-L
T0.
7516
.6B
0.
8622
.7C
0.40
9.7
A0.
4610
.5B
0.50
10.9
B0.
5712
.0B
0.52
11.3
B0.
5912
.5B
N
B-L
1.04
68.2
E*
1.14
105.
3F
*0.
4117
.8B
0.45
18.5
B0.
5420
.1C
0.59
21.4
C0.
5720
.9C
0.63
22.4
C
NB
-R0.
0313
.7B
0.
0313
.7B
0.01
13.5
B0.
0113
.5B
0.03
13.7
B0.
0313
.7B
0.01
13.6
B0.
0213
.6B
51) S
outh
Roa
d (E
-W) @
EB
-LTR
0.79
31.0
C
0.88
39.2
D0.
5420
.9C
0.59
22.5
C0.
6524
.0C
0.72
26.8
C0.
4619
.1B
0.51
20.1
C
Guy
R B
rew
er B
oule
vard
(N-S
)W
B-L
TR0.
3517
.0B
0.
3917
.6B
0.26
15.9
B0.
3016
.4B
0.50
19.5
B0.
5721
.0C
0.32
16.6
B0.
3617
.1B
N
B-L
TR0.
7619
.4B
0.
8828
.3C
0.41
10.3
B0.
4911
.5B
0.59
13.4
B0.
6715
.8B
0.47
10.8
B0.
5211
.7B
S
B-L
TR0.
6515
.0B
0.
7217
.6B
0.53
12.0
B0.
6113
.8B
0.77
19.1
B0.
8827
.5C
0.56
12.6
B0.
6414
.2B
52
) 107
th A
venu
e (E
-W) @
EB
-LTR
0.08
14.2
B
0.09
14.4
B0.
1114
.6B
0.13
14.7
B0.
0814
.2B
0.09
14.3
B0.
0714
.2B
0.08
14.2
B
Guy
R B
rew
er B
oule
vard
(N-S
)W
B-L
TR0.
0614
.0B
0.
0714
.1B
0.07
14.2
B0.
0814
.2B
0.08
14.2
B0.
0914
.3B
0.04
13.9
B0.
0513
.9B
N
B-L
TR0.
6614
.7B
0.
7618
.1B
0.37
9.5
A0.
4310
.2B
0.53
11.7
B0.
6013
.1B
0.45
10.5
B0.
5111
.3B
S
B-L
TR0.
5011
.5B
0.
5612
.6B
0.47
10.9
B0.
5412
.0B
0.64
14.0
B0.
7417
.0B
0.55
12.2
B0.
6213
.6B
53
) 108
th A
venu
e (E
-W) @
EB
-LTR
0.45
31.7
C
0.53
34.6
C0.
3128
.4C
0.35
29.1
C0.
4330
.9C
0.47
32.2
C0.
3729
.4C
0.45
31.4
C
Mer
rick
Bou
leva
rd (N
-S)
WB
-LTR
0.52
33.6
C
0.60
36.8
D0.
5534
.6C
0.64
38.6
D0.
4732
.1C
0.55
34.7
C0.
3428
.6C
0.40
30.2
C
NB
-L
0.20
8.8
A
0.27
10.0
B0.
067.
3A
0.07
7.5
A0.
128.
1A
0.17
9.1
A0.
107.
9A
0.17
8.9
A
NB
-TR
0.67
13.5
B
0.76
15.9
B0.
318.
8A
0.35
9.2
A0.
4410
.1B
0.50
10.8
B0.
359.
2A
0.40
9.7
A
SB
-L0.
118.
4A
0.
169.
8A
0.04
7.2
A0.
067.
3A
0.03
7.1
A0.
047.
2A
0.04
7.2
A0.
057.
3A
S
B-T
R0.
349.
1A
0.
409.
6A
0.32
8.9
A0.
399.
6A
0.46
10.3
B0.
5511
.5B
0.41
9.8
A0.
4810
.6B
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-8: 2
015
No-
Act
ion
Traf
fic C
ondi
tions
at U
nsig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Uns
igna
lized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
54) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.16
12.8
B
0.20
14.6
B0.
038.
7A
0.03
9.0
A0.
048.
6A
0.05
9A
0.10
9.8
A0.
1210
.5B
17
8th
Stre
et (S
B)
WB
-LT
0.03
8.6
A
0.03
8.9
A0.
039.
1A
0.04
9.6
A0.
069.
1A
0.07
9.6
A0.
028.
4A
0.02
8.6
A
NB
-LT
0.50
55.4
F*
0.80
123.
6F
*0.
1317
.8C
0.17
20.7
C0.
1720
.3C
0.22
25.2
D0.
2025
.4D
0.27
32.7
D
NB
-TR
0.51
46.9
E*
0.81
107.
3F
*0.
1015
.5C
0.13
17.6
C0.
1818
.4C
0.24
22.5
C0.
2220
.4C
0.30
25.5
D
Abb
revi
atio
nsE
B-E
astb
ound
, WB
-Wes
tbou
nd, N
B-N
orth
boun
d, S
B-S
outh
boun
dL-
Left,
T-T
hrou
gh, R
-Rig
ht, D
fL-D
efac
to L
eft,
E-W
: Eas
t-Wes
t Roa
dway
, N-S
: Nor
th-S
outh
Roa
dway
V/C
Rat
io -
Vol
ume
to C
apac
ity R
atio
SE
C/V
EH
- S
econ
ds p
er V
ehic
leLO
S -
Leve
l of S
ervi
ce*
- Den
otes
Con
gest
ed L
ocat
ion
(LO
S E
or F
, or v
/c ra
tio >
0.9
0)*
- Den
otes
Loc
atio
n B
ecom
ing
Con
gest
ed (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
Und
er N
o-B
uild
Con
ditio
ns.
June
29,
200
7
Jamaica Plan EIS
16-16
No non-corridor locations would have new intersections with congestion during any peak hour.
UNSIGNALIZED INTERSECTION
As shown in Table 16-8, the unsignalized intersection within the study area would not experience newly congested lane groups during any peak hour.
PARKING
OFF-STREET PARKING
Demand for public parking spaces in the study area is expected to change as a result of new developments as well as background growth. Eight existing public parking facilities (Nos. 5, 16, 18, 20, 21, 22, 23, and 25 in Figure 16-6; and also 28 and 29, which were already closed under Existing conditions) totaling about 1,351 spaces would be displaced by No-Action development. The Jamaica Courthouse Redevelopment (Location 1 on Figure 2-6) would add 500 public parking spaces for a net loss of 851 public parking spaces in the midday in the area affected by the proposed actions. Table 2 in Appendix H shows how the parking capacity in the area affected by the proposed actions would change under No-Action conditions for each of the analyzed periods. In addition, No-Action projects would provide accessory parking as required by the current zoning, thereby reducing public parking demand from these sites.
Table 3 in Appendix H shows the total required accessory parking spaces and total demand at projected development sites and the other development project sites in each of the four parking study areas [Downtown Jamaica Core, Hillside Avenue (East), Sutphin Boulevard (South) and Jamaica Avenue (East)]; an also at three additional parking study areas, which are located around Merrick Boulevard south of Liberty Avenue, Guy R. Brewer Boulevard south of Liberty Avenue, and other scattered areas. There are no existing off-street public parking facilities in these areas. The table also shows the demand generated that would be in excess of the required accessory supply in each parking study area. The vehicles that cannot park in the accessory parking facilities would increase parking demand at public parking facilities.
Table 4 in Appendix H shows the future No-Action public parking supply, demand and utilization in each of the parking study areas. Table 16-9 summarizes Tables 2 through 4 in Appendix H. The capacity of accessory parking spaces required by zoning and demand at the No-Action project sites are shown for each project study area, and the excess demand at each site. The table also shows the resulting capacity of public parking spaces, increase in public parking demand, and the utilization throughout the parking study areas. During the weekday midday, public parking demand would exceed the level of the public parking supply (on-street and off-street) with an overall utilization rate of 106 percent (versus 80 percent under Existing conditions). The table shows that the Hillside Avenue (East) parking study area would have the highest parking shortfall of 262 public parking spaces. The Sutphin Boulevard (South) parking study area would have a shortfall of 17 public parking spaces, the Jamaica Avenue (East) parking study area would have a shortfall of 115 public parking spaces. There would also be a demand for 67 public parking spaces along Merrick Boulevard south of Liberty Avenue, where no public parking opportunities are available.
In the AM period, the overall public parking utilization rate (off-street only) would be 58 percent versus 47 percent under Existing conditions. Demand for public parking would exceed public parking supply in the Hillside Avenue (East) parking study area by 26 spaces, and along Merrick Boulevard (South) by 31 spaces. Overnight, ample public supply would remain with an overall
Table 16-92015 No-Action Off-Street Parking Utilization
THIS TABLE HAS BEEN REVISED FOR THE FEIS
2015 No-Action Accessory Capacity and Demand at Projected Development Sites and No-Action Development Projects
AM Period Midday Period Overnight PeriodExcess/ Excess/ Excess/
Accessory Accessory Public Accessory Accessory Public Accessory Accessory PublicCapacity Demand Demand (1) Capacity Demand Demand (1) Capacity Demand Demand (1)
Downtown Jamaica Core 3,047 1,593 0 3,047 2,101 0 3,047 1,279 0Hillside Avenue (East) 209 161 0 209 212 -3 209 20 0Sutphin Blvd (South) 802 286 0 802 703 0 802 131 0Jamaica Avenue (East) 146 128 0 146 261 -115 146 68 0Guy R. Brewer (South) 79 56 0 79 75 0 79 44 0Merrick Boulevard (South) 16 47 -31 16 83 -67 16 1 0Other Areas 28 13 0 28 18 0 28 16 0
Total 4,327 2,284 -31 4,327 3,453 -185 4,327 1,559 0
2015 No-Action Public Parking Demand
AM Period Midday Period Overnight PeriodAvailable Available Available
Public Public Public Public Public Public Public Public Public Public Public PublicCapacity Demand Spaces Utilization Capacity Demand Spaces Utilization Capacity Demand Spaces Utilization
Downtown Jamaica Core 4,947 2,632 2,315 53% 4,947 4,810 137 97% 3,428 1,575 1,853 46%Hillside Avenue (East) 341 367 -26 108% 341 603 -262 177% 291 149 142 51%Sutphin Blvd (South) 160 114 47 71% 160 177 -17 111% 40 4 36 10%Jamaica Avenue (East) 0 0 0 -- 0 115 -115 -- 0 0 0 --Guy R. Brewer (South) 0 0 0 -- 0 0 0 -- 0 0 0 --Merrick Boulevard (South) 0 31 -31 -- 0 67 -67 -- 0 0 0 --Other Areas 0 0 0 -- 0 0 0 -- 0 0 0 --
5,448 3,143 2,305 58% 5,448 5,772 -324 106% 3,759 1,727 2,032 46%
(1) - Overflow parking demand that cannot be accommodated by the accessory requirements, which would be added to the public parking demand.
June 29, 2007
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot11
9533
420
1216 8486
15173
200
4922664
1507
271
1059 22
4
12919821
11671161690
2188
11498
1188
1708
9511
28 76117
91204
1648
1233
145207
93
122260
1440 115
174
161
1013 20
4
86331111
1636
1219
16693
1250135
1555 92
72
114 77
1135
1512
7054
386
34633
64
8569 160
256 127
212170
372118
3743017
8 7140
629118
229
145 60
164
189 39
157184
142
88 86400
502
172
74186
412
168
47341
107
424 9613
3141 448
19
46440
9414
0
457 46
558 105
118107157
1912
7 40
54355
69
3027715
120 613 77
118 480 118
81107374
39844
12 614
22 749
6220361
563 4783
3 117 58
2771
17919
513 6775
0 33
29321
293 513193 783
513
907
6994
497 11080
2 24
4011105
90
15023
44
66
36
7841
8 119
748 87
504
8077 136
2152125
46666
179
78 231 156
190108
86279
35 269
9 260 107
1825634
718
127
625
118 579 39
75 683 170
72123139
658
7559178
54 519 49
59253129
216910
185
6547
80441
22280
00
68 588
14
7210
18
353724
2168
033
276
457
590 113
70569
80
3138
218 673
121
84673
30
18 74 36655
77565
2088
579
130 95
7
537
97
295
159
56
76
13858
86
90 870 32
44024
68
225115
98
35989
34
3466
24221
1269
35
95 178
761
939 40619
267
512
334
552
786
546
311852100
1075
376
443
44
119
391
345813
175
326
292
314 26
7
737137
196
1142361
171
189
527
742 12
3
476
125
571342
01737
240
150TH ST
41373
27
199
14323
170
96
60
3427
2
50425
9
10354
12
6
1118
6
4 18
81
102715
1116
141
256
1004
949394
56
927
179
178
803
6580
15
1202
89
13
63721
21
3927
71
1615 140
100
PARSONS
265
63
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
266303
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
989
29186
8746
9 3
413023
1492
212
2411
33
9715992
1339 10
0
1498
317
57
7182
1098
21
507 39
414
5018
122
122269
90TH
AV
89TH
AV
MID
LAN
D 711
459
823
0
56214
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
o-A
ctio
n T
raffi
c V
olum
es -
AM
Pea
k H
our
Fig
ure
16-8
2/5/
07
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot11
0630
301
921 93
117
14171
279
4216172
1191175
1065 20
1
12721523
1169871273
1393
140139
1182
1221
9911
408161
71144
1137
1191
114172
106
94213
979 101
148
146
1025 13
4
64175114
1129
1245
220
99
1324139
1085 67
3447 41
1117
1006
8965
276
32831
72
7583 151
229 113
163120
239124
2933812
5 103
33
436112
166
102 95
217
158 49
144109
151
99 56186
506
111
108152
566
161
35725
90
413 8921
3236 338
11
47229
3410
6
506 49
399 60
101
98146
2755 21
43022
71
1926019
98 418 66
132 449 77
69100288
49688
32 566
526
13
8413356
495 6161
2 105 52
9557
16034
444 8348
7 20
14869
136 456106 507
456
487
126133
509 80
442 26
551145 95
10131
11
2210
62
6644
9 115
402 89
318
6474 156
5627420
34654
156
52 147 96
9851
60
179
29 226
13 236 56
4017639
447
125
410
106 384 29
43 516 89
2412463
469
54011650
55 381 76
6415174
256414
175
47011
16278
8307
2811
49 431 32
6014
41
282267
2351
323
215
367
443 103
44410
70
2132
111 524
65
150284
20
31 52 17832
75336
4279
770
83 541
294
59
289
1822
54
56
38721
50
47 614 36
15928
53
14871
72
20957
22
3929
38231
758
66
56 126
619
702 39362
212
463
353
479
786
463
20979646
922
243
603
83
157
311
267912
140
365
378
376 23
2
61985
92
867394
155
145
336
617 14
268
89
482290
01492
213
150TH ST
23851
28
298
12296
109
88
42
6414
2
28819
6
14345
24
11
1521
612 14
104
123501
555
104
128
641
477170
66
621
143
91
489
3526
39
3664
77
576
25
2
63921
25
1146 100
73
PARSONS
218
57
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
193238
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
550
3011
28 590
29
205015
910
63
27 998
718555
1092 65
199
1201
20
1545
622
17
537 18
239
2911
9614260
90TH
AV
89TH
AV
MID
LAN
D 390
441
120
9
2254
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
o-A
ctio
n T
raffi
c V
olum
es -
Mid
day
Pea
k H
our
Fig
ure
16-9
2/5/
07
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot10
13 20
211
1010 83
112
320167
343
28108131
1178
224
1333 18
2
12113014
1440971328
1174
143158
1451
1267
146
1343 10
567
64115
1243
1409
189177
121
113230
1056 124
176
178
1269 15
1
74255166
1217
1553
306
139
1718138
1164 92
87100 50
1673
1220
12245
410
27433
54
106
43 203
260 85
200143
288105
3674615
2 103
32
58292
221
82
66324
200 69
228102
183
125
86272
554
116
155271
545
144
30830
106
459
156
115436 33
3
15
43341
7311
9
517 51
433 118
94
82206
5010
7 18
57446
64
252647
86 452 73
112 484 12
1
103117404
79988
45 635
12 519
8014992
614 7863
9 129 65
6514
25442
506 15248
0 32
20734
197 516161 512
516
535
138140
514
142
478 39
135157
181
18222
0
6011
69
9451
3 136
423 131
578
7186 177
2447057
27340
168
85 169 96
14872
89264
30 247
14 278 145
1731741
655
185
517
138 572 29
69 587 226
5211783
691
63915948
66 555
110 99
164128
64112
8
235
55211
0372
3454
7019
85 616 43
4629
35
956086
4359
973
232
497
673 175
67704
71
2925
208 454
119
105532
13
35 55 27426
88638
4011
3462
111 61
2
379
62
525
2416
103
73
50902
59
70 775 43
23547
53
310117
72
23680
40
4167
71351
1095
102
69 201
864
948 66787
217
319
373
570
893
418
23982950
966
301
570
64
161
369
318911
210
327
453
442 22
3
934133
88
1485356
136
230
473
767 66
496
88
531372
01605
207
150TH ST
30764
44
4316
24472
225
97
33
3425
5
40220
15
19511
17
4
1712
138 11
116
87800
896
224
336
1001
621252
75
931
157
118
760
6573
17
91411
34
4051
46
815
39
9
1198 146
92
PARSONS
240
48
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
233365
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
536
5417
43 590
38
39215
1088
70
3815
39
7513595
1276 17
9
316
987
7874
733
78
669 13
1223
54
2046
109196
148
90TH
AV
89TH
AV
MID
LAN
D 476
767
457
6
30012
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
o-A
ctio
n T
raffi
c V
olum
es -
PM
Pea
k H
our
Fig
ure
16-1
0
2/5/
07
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
960
22
229
1035 8473
103104
266
3010468
1031168
1087 14
3
10312318
1172771133
1566
6197
1187
1113
7111
20 5355
72118
1105
1166
172100
76
71265
978 88
177
150
1096 92
5614483
1105
1254
238138
1362125
1069 92
4928 36
1473
1224
8655
279
22322
33
5115 128
162 97
17678
9934
2571119
0 110
13
34375
207
83
106294
175 49
130115
163
80 61255
333
104
12581
373
100
21355
70
399 5615
3338 426
4
27182
4359
438 46
351 98
101
54163
6072 22
42435
56
2519612
66 380 150
66 462 86
87141256
6110129
31 633
9 559
10610237
572 7057
8 98
59451
9
15722
499 9550
5 25
18315
129 553187 530
553
594
123147
590
110
570 18
50024
106
Park
ing L
ot
6753
22
557
69
6555
6 84
523 98
523
5665 13
6
3120040
23152
150
42 95 86
7635
60
175
22 267
4 250 64
3524824
535
191
397
82 490
18
30 609 91
2213245
527
63110563
57 408
91
97125106
337413
156
564
16
14317
8313
3311
46 416 38
3460
102
315080
5559
940
232
500
413 191
63557
87
1234
117 399
58
84258
9
20 39 15134
97390
6277
078
92 522
289
93
303
3821
81
73
39757
42
37 742 29
14918
62
258101
94
25174
46
4741
60224
633
62
39 153
745
751 57405
209
424
326
458
744
388
32364940
869
306
359
236
351
400
82538
86
114
331
545 76507
127
206
752395
148
140
376
693 20
7
260
72
526315
0834256
150TH ST
33215
20
168
8383
157
33
31
4413
5
3497
18
15408
18
15
49
112 4
80
101706
741
173
274
1011
749152
105
929
183
108
669
6028
42
74418
46
4935
33
633
46
4
1038 124
52
PARSONS
225
52
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
159333
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
747
2168
80 434 9
38127
1142
70
2011
80
1595747
893 82
102 909
52
3540
783
13
534 7
419
1125
10559
73
90TH
AV
89TH
AV
MID
LAN
D 482
450
427
9
3056
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
o-A
ctio
n T
raffi
c V
olum
es -
Sat
urda
y M
idda
y P
eak
Hou
rF
igur
e 16
-11
2/5/
07
Tabl
e 16
-7: 2
015
No-
Act
ion
Traf
fic C
ondi
tions
at S
igna
lized
Inte
rsec
tions
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
1) H
illsi
de A
venu
e (E
-W) @
EB
-TR
0.84
42.3
D
0.98
60.0
E*
0.51
19.3
B0.
5920
.6C
0.84
41.5
D0.
9553
.6D
*0.
5820
.5C
0.66
22.2
C
Van
Wyc
k E
xpw
y S
outh
boun
dW
B-L
1.01
102.
1F
*1.
4125
3.2
F*
0.60
23.8
C0.
8037
.8D
1.03
106.
7F
*1.
4426
8.1
F*
0.66
28.9
C0.
8546
.2D
S
ervi
ce R
oad
(SB
)W
B-T
0.34
18.7
B
0.38
19.3
B0.
228.
1A
0.25
8.4
A0.
3118
.3B
0.36
18.9
B0.
218.
1A
0.24
8.3
A
SB
-LTR
0.71
31.4
C
0.86
37.8
D0.
7433
.9C
0.96
49.7
D*
0.62
29.2
C0.
7833
.7C
0.79
35.4
D0.
9855
.2E
*
2) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
8144
.6D
1.
0389
.4F
*0.
4518
.5B
0.56
26.1
C0.
6433
.4C
0.82
52.8
D0.
5923
.6C
0.72
33.2
C
Van
Wyc
k E
xpw
y N
orth
boun
dE
B-T
0.46
12.6
B
0.57
14.3
B0.
379.
3A
0.47
10.3
B0.
3811
.5B
0.48
12.8
B0.
379.
3A
0.46
10.2
B
Ser
vice
Roa
d (N
B)
WB
-T0.
4720
.6C
0.
5522
.0C
0.48
18.8
B0.
5720
.3C
0.48
20.7
C0.
5722
.4C
0.48
18.8
B0.
5620
.1C
W
B-R
0.67
27.7
C
0.90
44.7
D*
0.55
22.0
C0.
8032
.2C
0.39
20.2
C0.
6326
.1C
0.50
20.7
C0.
7026
.4C
N
B-L
TR0.
8949
.6D
1.
0375
.6E
*0.
7533
.6C
0.87
39.2
D0.
7642
.6D
0.88
48.6
D0.
7734
.3C
0.89
40.6
D
3) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
5027
.3C
0.
9089
.5F
*0.
9711
3.5
F*
1.07
139.
7F
*0.
7765
.8E
*1.
9853
3.9
F*
0.60
50.0
D1.
2924
5.5
F*
Que
ens
Bou
leva
rd (N
-S)
EB
-TR
0.69
22.5
C
0.86
29.8
C0.
7035
.2D
0.91
47.5
D*
0.76
37.4
D0.
9858
.4E
*0.
8542
.0D
1.04
73.2
E*
WB
-L0.
1816
.7B
0.
4736
.6D
0.17
28.0
C0.
5359
.3E
*0.
1527
.7C
0.35
42.3
D0.
2332
.8C
0.40
46.3
D
WB
-T0.
6220
.6C
0.
7725
.0C
0.74
36.6
D0.
9653
.9D
*0.
6333
.1C
0.86
42.4
D0.
6934
.7C
0.86
42.5
D
WB
-R0.
5621
.1C
0.
6222
.9C
0.55
33.4
C0.
6135
.5D
0.37
29.2
C0.
4230
.2C
0.43
30.5
C0.
4831
.6C
N
B-L
0.
2742
.8D
0.
3344
.6D
0.20
33.4
C0.
2534
.6C
0.48
41.8
D0.
5947
.0D
0.20
33.4
C0.
2534
.5C
N
B-T
R0.
7760
.1E
*0.
8770
.8E
*0.
3936
.3D
0.45
37.7
D0.
2533
.7C
0.30
34.6
C0.
2633
.9C
0.31
34.7
C
SB
-L
0.32
27.8
C
0.35
28.5
C0.
2915
.2B
0.34
15.8
B0.
3215
.3B
0.37
15.8
B0.
2714
.7B
0.30
15.1
B
SB
-TR
0.31
27.7
C
0.34
28.2
C0.
2014
.6B
0.22
14.8
B0.
4518
.2B
0.50
19.0
B0.
2114
.7B
0.23
14.9
B
4) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
5015
.8B
0.
6318
.3B
0.49
15.8
B0.
6318
.2B
0.62
18.0
B0.
7621
.9C
0.52
16.2
B0.
6418
.4B
S
utph
in B
oule
vard
(N-S
)E
B-R
0.28
13.5
B
0.32
14.2
B0.
2413
.1B
0.29
13.6
B0.
2112
.7B
0.25
13.2
B0.
1812
.3B
0.20
12.6
B
WB
-L0.
6227
.1C
0.
8455
.0E
*0.
3916
.8B
0.53
29.3
C0.
5832
.6C
0.82
61.4
E*
0.39
18.7
B0.
5331
.6C
W
B-T
0.67
11.9
B
0.81
16.1
B0.
509.
2A
0.63
11.2
B0.
478.
8A
0.61
10.8
B0.
448.
4A
0.55
9.8
A
NB
-L
0.61
52.8
D
0.74
60.1
E*
0.66
55.2
E*
0.78
63.2
E*
0.38
45.4
D0.
4848
.1D
0.40
45.6
D0.
4647
.1D
N
B-R
0.47
48.7
D
0.58
53.1
D0.
4748
.8D
0.55
51.9
D0.
4748
.9D
0.54
51.7
D0.
3946
.1D
0.46
48.2
D
5) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
509.
2A
0.
6311
.2B
0.49
9.1
A0.
6211
.0B
0.61
10.7
B0.
7413
.7B
0.51
9.3
A0.
6210
.9B
14
8th
Stre
et-S
outh
(N-S
)W
B-T
0.77
14.4
B
0.92
23.3
C*
0.51
9.3
A0.
6511
.5B
0.51
9.2
A0.
6611
.7B
0.47
8.8
A0.
5910
.4B
N
B-L
R0.
7358
.5E
*0.
8165
.9E
*0.
9383
.9F
*1.
0411
0.2
F*
NB
-L0.
4444
.9D
NB
-L0.
4946
.2D
0.54
48.6
D0.
6051
.3D
N
B-R
0.44
45.4
DN
B-R
0.50
46.9
D
6) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
9082
.7F
*1.
7341
1.0
F*
0.39
14.3
B0.
6329
.1C
0.57
20.7
C1.
0093
.3F
*0.
2510
.9B
0.39
15.4
B
150t
h S
treet
(N-S
)E
B-T
0.50
11.9
B
0.64
14.2
B0.
4911
.6B
0.62
13.7
B0.
5812
.9B
0.70
15.7
B0.
5011
.7B
0.60
13.4
B
EB
-R0.
088.
0A
0.
108.
1A
0.09
8.0
A0.
108.
1A
0.10
8.1
A0.
138.
3A
0.05
7.7
A0.
077.
8A
W
B-L
0.43
15.1
B
0.83
49.5
D0.
2711
.3B
0.57
23.7
C0.
5521
.4C
1.12
134.
5F
*0.
4214
.9B
0.72
34.9
C
WB
-TR
0.85
21.3
C
1.01
45.4
D*
0.56
12.7
B0.
7015
.8B
0.57
12.9
B0.
7316
.6B
0.50
11.9
B0.
6313
.9B
S
B-L
TR0.
8864
.3E
*0.
9880
.9F
*0.
5844
.7D
0.64
46.9
D0.
5242
.8D
0.57
44.3
D0.
5443
.5D
0.59
45.2
D
7) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
5913
.4B
0.
7316
.7B
0.54
12.5
B0.
6815
.0B
0.64
14.2
B0.
7817
.9B
0.55
12.5
B0.
6614
.6B
15
3rd
Stre
et (N
B)
WB
-T0.
7416
.7B
0.
8923
.9C
0.48
11.4
B0.
6013
.4B
0.50
11.7
B0.
6414
.2B
0.47
11.3
B0.
5813
.0B
N
B-L
0.
5244
.5D
0.
6750
.6D
0.41
41.2
D0.
5545
.3D
0.27
37.9
D0.
3339
.2D
0.26
37.9
D0.
3339
.3D
N
B-R
0.38
40.5
D
0.46
42.5
D0.
2838
.4D
0.36
39.9
DN
B-L
R0.
3239
.1D
NB
-LR
0.39
40.6
D0.
4843
.1D
0.55
45.4
D
NB
-R0.
3539
.9D
NB
-R0.
4141
.4D
8) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
7468
.2E
*0.
8583
.6F
*0.
4528
.8C
0.63
48.8
D0.
5636
.5D
0.81
68.1
E*
0.50
33.9
C0.
6854
.8D
P
arso
ns B
oule
vard
(N-S
)E
B-T
0.65
23.4
C
0.80
29.0
C0.
6222
.8C
0.77
27.5
C0.
7727
.3C
0.93
39.1
D*
0.68
24.2
C0.
8229
.7C
E
B-R
0.34
18.8
B
0.44
20.8
C0.
2016
.5B
0.27
17.6
B0.
2216
.8B
0.30
18.0
B0.
1716
.0B
0.19
16.3
B
WB
-L0.
3123
.3C
0.
4735
.2D
0.27
20.7
C0.
4131
.4C
0.40
31.4
C0.
5951
.6D
0.29
24.2
C0.
3834
.5C
W
B-T
R1.
0359
.8E
*1.
2213
5.3
F*
0.74
26.7
C0.
9340
.1D
*0.
7828
.2C
1.00
54.1
D*
0.78
28.0
C0.
9643
.9D
*N
B-L
0.
3739
.2D
0.
5950
.9D
0.23
34.8
C0.
3639
.0D
0.43
40.6
D0.
4241
.1D
0.29
37.1
D0.
3840
.6D
N
B-T
0.81
55.7
E*
0.92
70.4
E*
0.40
37.1
D0.
4738
.7D
0.56
41.3
D0.
6544
.7D
0.34
35.5
D0.
3836
.3D
N
B-R
0.28
35.0
C
0.37
36.9
D0.
3035
.5D
0.38
37.4
D0.
3937
.5D
0.53
41.7
D0.
2434
.0C
0.27
34.7
C
SB
-L
0.61
54.7
D
0.88
96.3
F*
0.43
40.5
D0.
5545
.7D
0.55
46.9
D0.
7564
.1E
*0.
2835
.6D
0.36
37.9
D
SB
-T0.
6143
.5D
0.
7349
.3D
0.49
39.6
D0.
5842
.4D
0.50
39.6
D0.
5942
.4D
0.65
44.8
D0.
7248
.6D
S
B-R
0.35
36.6
D
0.41
38.1
D0.
2734
.9C
0.32
35.9
D0.
3235
.6D
0.36
36.8
D0.
2133
.6C
0.24
34.2
C
9) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
5412
.4B
0.
6714
.9B
0.53
12.2
B0.
6514
.4B
0.65
14.3
B0.
7918
.3B
0.54
12.3
B0.
6514
.4B
16
1st S
treet
(NB
)W
B-T
0.74
16.7
B
0.88
23.4
C0.
4811
.6B
0.60
13.3
B0.
5011
.8B
0.63
14.0
B0.
4711
.4B
0.58
13.0
B
NB
-L
0.23
37.4
D
0.30
38.8
D0.
2137
.0D
0.31
39.0
D0.
2537
.6D
0.36
39.8
D0.
3840
.5D
0.45
42.3
D
NB
-R0.
4441
.9D
0.
5344
.5D
0.57
45.9
D0.
6851
.3D
NB
-LR
0.36
40.0
DN
B-L
R0.
4341
.9D
0.66
50.2
D0.
7656
.4E
*N
B-R
0.51
44.4
DN
B-R
0.61
48.3
D
10) H
illsi
de A
venu
e (E
-W) @
EB
-TR
0.63
11.2
B
0.78
15.1
B0.
6411
.3B
0.78
15.1
B0.
7915
.4B
0.96
29.3
C*
0.66
11.7
B0.
7915
.2B
16
2nd
Stre
et (S
B)
WB
-L0.
3712
.2B
0.
7238
.2D
0.29
10.4
B0.
5625
.2C
0.71
41.3
D1.
6336
6.3
F*
0.50
17.8
B0.
8767
.9E
*W
B-T
0.71
12.8
B
0.84
17.7
B0.
478.
8A
0.58
10.3
B0.
488.
9A
0.61
10.7
B0.
468.
7A
0.57
10.0
A
SB
-LTR
0.78
61.0
E*
0.88
71.6
E*
0.35
42.8
D0.
4044
.0D
0.68
54.1
D0.
7659
.1E
*0.
3442
.6D
0.39
43.7
D
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
11) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
509.
2A
0.
6211
.0B
0.47
8.8
A0.
5810
.3B
0.70
12.5
B0.
8417
.5B
0.64
11.2
B0.
7614
.1B
16
5th
Stre
et-S
outh
(NB
)W
B-T
0.63
11.1
B
0.76
14.1
B0.
398.
0A
0.49
9.1
A0.
468.
7A
0.59
10.3
B0.
498.
9A
0.60
10.5
B
NB
-L
0.19
40.0
D
0.21
40.3
D0.
2240
.6D
0.25
41.1
D0.
1639
.3D
0.17
39.6
D0.
2040
.1D
0.22
40.4
D
NB
-R0.
2942
.3D
0.
3243
.1D
0.36
44.2
D0.
4045
.3D
0.49
48.2
D0.
5450
.4D
0.36
44.2
D0.
4045
.3D
12) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
2210
.8B
0.
3721
.8C
0.08
6.2
A0.
116.
7A
0.13
6.9
A0.
198.
2A
0.08
6.4
A0.
127.
2A
17
8th
Stre
et (N
B)
EB
-T0.
519.
3A
0.
6010
.6B
0.43
8.4
A0.
509.
2A
0.65
11.4
B0.
7513
.9B
0.51
9.3
A0.
5910
.4B
W
B-T
R0.
7614
.2B
0.
8819
.4B
0.41
8.1
A0.
488.
9A
0.47
8.8
A0.
5610
.0A
0.52
9.3
A0.
6010
.5B
N
B-L
TR0.
9583
.2F
*1.
0610
9.5
F*
0.57
48.4
D0.
6350
.6D
0.81
62.4
E*
0.90
73.5
E*
0.75
57.5
E*
0.82
63.8
E*
SB
-LR
0.32
43.8
D
0.40
46.5
D0.
1739
.8D
0.19
40.3
D0.
3344
.1D
0.38
46.0
D0.
1439
.2D
0.16
39.6
D
13) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
9891
.6F
*1.
0812
2.1
F*
0.74
43.0
D0.
8153
.5D
0.81
53.5
D0.
9070
.4E
*0.
5524
.5C
0.61
28.9
C
180t
h S
treet
/Mid
land
Pkw
y (S
B)
EB
-TR
0.65
11.6
B
0.75
13.7
B0.
509.
1A
0.57
10.1
B0.
6110
.7B
0.70
12.5
B0.
428.
2A
0.48
8.9
A
WB
-TR
0.83
16.7
B
0.94
25.8
C*
0.62
10.9
B0.
7112
.7B
0.57
10.1
B0.
6611
.6B
0.44
8.4
A0.
509.
2A
S
B-L
0.
3141
.5D
0.
3442
.1D
0.15
38.8
D0.
1739
.1D
0.36
42.6
D0.
4043
.3D
0.15
38.9
D0.
1739
.1D
S
B-R
0.93
84.8
F*
1.03
109.
6F
*0.
4947
.0D
0.53
48.6
D0.
6654
.2D
0.73
58.9
E*
0.37
43.7
D0.
4144
.7D
14) 8
9th
Ave
nue
(WB
)W
B-L
TR0.
7734
.0C
0.
9251
.0D
*0.
7129
.8C
0.84
39.9
D0.
7430
.7C
0.89
45.0
D0.
4521
.2C
0.50
22.2
C
Sut
phin
Bou
leva
rd (N
-S)
NB
-LT
0.46
9.2
A
0.53
10.1
B0.
428.
6A
0.48
9.3
A0.
388.
2A
0.43
8.8
A0.
297.
3A
0.33
7.6
A
SB
-TR
0.57
10.9
B
0.63
12.2
B0.
428.
6A
0.47
9.2
A0.
529.
9A
0.59
11.1
B0.
367.
9A
0.41
8.4
A
15) 8
9th
Ave
nue
(WB
)W
B-L
T 0.
5816
.6B
0.
6819
.3B
0.48
14.4
B0.
5615
.9B
0.44
13.7
B0.
5315
.2B
0.37
12.8
B0.
4213
.4B
15
0th
Stre
et (S
B)
SB
-TR
0.60
17.3
B
0.71
20.5
C0.
4213
.7B
0.51
15.2
B0.
5015
.0B
0.61
17.5
B0.
3813
.1B
0.46
14.3
B
16) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
4413
.6B
0.
5214
.9B
0.32
12.1
B0.
4013
.0B
0.31
12.0
B0.
4012
.9B
0.35
12.4
B0.
4012
.9B
15
3rd
Stre
et (N
B)
NB
-LT
0.61
16.4
B
0.71
19.1
B0.
4413
.5B
0.52
14.7
B0.
4814
.0B
0.55
15.3
B0.
1610
.6B
0.19
10.9
B
17) 8
9th
Ave
nue
(WB
) @W
B-L
TR0.
5823
.3C
0.
6625
.8C
0.50
21.3
C0.
5722
.8C
0.52
21.4
C0.
5923
.1C
0.59
22.8
C0.
6524
.6C
P
arso
ns B
oule
vard
(N-S
)N
B-L
T0.
327.
0A
0.
428.
0A
0.24
6.4
A0.
347.
2A
0.28
6.6
A0.
417.
8A
0.22
6.2
A0.
256.
4A
S
B-T
0.
6211
.1B
0.
7715
.6B
0.42
8.1
A0.
529.
5A
0.54
9.6
A0.
6511
.7B
0.37
7.5
A0.
418.
0A
S
B-R
0.15
5.9
A
0.17
6.1
A0.
135.
8A
0.16
6.0
A0.
105.
6A
0.12
5.7
A0.
095.
6A
0.10
5.6
A
18) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
4013
.0B
0.
5515
.4B
0.27
11.5
B0.
3712
.5B
0.32
12.0
B0.
3812
.7B
0.32
12.0
B0.
3812
.6B
16
1st S
treet
(NB
)N
B-L
T0.
2911
.8B
0.
3412
.4B
0.41
13.3
B0.
4714
.1B
0.51
14.8
B0.
5715
.9B
0.56
15.5
B0.
6217
.0B
19) 8
9th
Ave
nue
(WB
) @W
B-L
T 0.
3011
.9B
0.
3612
.7B
0.26
11.5
B0.
3112
.0B
0.33
12.2
B0.
3812
.8B
0.29
11.7
B0.
3312
.1B
16
2nd
Stre
et (S
B)
SB
-TR
0.42
13.4
B
0.55
15.6
B0.
3112
.0B
0.39
13.0
B0.
4313
.4B
0.49
14.5
B0.
3312
.3B
0.39
13.1
B
20) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
3212
.3B
0.
3913
.1B
0.33
12.3
B0.
3913
.0B
0.39
13.0
B0.
4613
.9B
0.32
12.1
B0.
3712
.7B
16
3rd
Stre
et (N
B)
NB
-LT
0.64
17.4
B
0.72
19.7
B0.
3112
.0B
0.35
12.4
B0.
4613
.8B
0.51
14.7
B0.
4213
.3B
0.47
14.0
B
21) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
3517
.8B
0.
4519
.6B
0.40
18.6
B0.
5020
.5C
0.45
19.5
B0.
5521
.5C
0.59
22.6
C0.
7026
.0C
V
an W
yck
Exp
wy
Sou
thbo
und
EB
-R0.
3818
.5B
0.
4319
.5B
0.31
17.3
B0.
3517
.9B
0.28
16.7
B0.
3117
.3B
0.09
14.5
B0.
1114
.7B
S
ervi
ce R
oad
(SB
)W
B-L
0.46
15.8
B0.
6223
.0C
0.55
19.8
B0.
7432
.0C
0.47
19.3
B0.
6428
.4C
0.19
17.8
B0.
2923
.5C
WB
-T
0.26
9.5
A
0.31
10.0
A0.
3410
.4B
0.40
11.1
B0.
3610
.4B
0.42
11.3
B0.
289.
7A
0.33
10.2
B
SB
-LTR
0.84
48.6
D
0.98
66.4
E*
0.58
40.3
D0.
7143
.3D
0.86
49.6
D1.
0173
.6E
*0.
6642
.1D
0.79
46.3
D
22) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
1814
.0B
0.26
18.1
B0.
2720
.2C
0.40
28.7
C0.
2518
.1B
0.36
25.1
C0.
4817
.8B
0.61
24.0
CV
an W
yck
Exp
wy
Nor
thbo
und
EB
-T0.
3410
.4B
0.
4311
.5B
0.25
9.3
A0.
3210
.0A
0.28
9.6
A0.
3510
.4B
0.32
10.0
A0.
3910
.9B
S
ervi
ce R
oad
(NB
)W
B-T
0.53
21.5
C
0.66
25.2
C0.
7428
.9C
0.89
40.5
D0.
6123
.2C
0.74
28.0
C0.
4218
.9B
0.50
20.6
C
WB
-R0.
0313
.8B
0.
0714
.3B
0.11
14.7
B0.
1415
.0B
0.06
14.2
B0.
0914
.5B
0.31
17.3
B0.
3618
.2B
N
B-L
TR1.
0069
.6E
*1.
1512
0.6
F*
1.01
71.5
E*
1.16
123.
6F
*1.
0376
.5E
*1.
1712
7.0
F*
0.55
39.5
D0.
6341
.2D
23) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.67
29.2
C
0.89
43.7
D0.
6127
.4C
0.84
38.6
D0.
6026
.9C
0.82
36.9
D0.
3622
.0C
0.49
24.5
C
Que
ens
Bou
leva
rd (N
-S)
WB
-T0.
4925
.2C
0.
6429
.4C
0.72
32.7
C0.
8844
.3D
0.59
27.5
C0.
7433
.1C
0.44
24.0
C0.
5526
.3C
W
B-R
0.28
21.5
C
0.33
22.3
C0.
2721
.2C
0.31
22.0
C0.
2220
.3C
0.25
20.8
C0.
1519
.5B
0.18
19.9
B
SB
-L0.
2520
.7C
0.
2821
.2C
0.19
19.9
B0.
2220
.3C
0.35
22.3
C0.
4023
.1C
0.10
18.8
B0.
1219
.0B
S
B-R
0.11
18.9
B
0.13
19.1
B0.
1619
.5B
0.18
19.9
B0.
2320
.5C
0.26
21.0
C0.
1920
.0B
0.22
20.4
C
24) J
amai
ca A
venu
e (E
-W) @
EB
-LTR
0.67
30.7
C
0.89
40.7
D0.
6630
.4C
0.85
35.7
D0.
7534
.0C
1.00
61.3
E*
0.57
27.2
C0.
7327
.1C
S
utph
in B
oule
vard
(N-S
)W
B-L
TR0.
6830
.8C
0.
5120
.2C
0.56
27.5
C0.
4218
.3B
0.56
27.2
C0.
4319
.7B
0.68
30.9
C0.
4819
.1B
N
B-L
TR0.
5826
.2C
0.
6622
.4C
0.41
22.8
C0.
4819
.2B
0.40
22.8
C0.
4517
.7B
0.33
21.6
C0.
3817
.8B
S
B-L
TR0.
4724
.0C
0.
5419
.7B
0.25
20.4
C0.
3016
.7B
0.33
21.5
C0.
3716
.4B
0.18
19.6
B0.
2115
.8B
25) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
4213
.8B
0.
5616
.4B
0.49
15.0
B0.
6117
.8B
0.47
14.5
B0.
5816
.9B
0.41
13.5
B0.
5115
.3B
15
0th
Stre
et (N
-S)
EB
-R0.
079.
8A
0.
079.
8A
0.07
9.8
A0.
089.
9A
0.07
9.8
A0.
079.
8A
0.06
9.7
A0.
079.
8A
W
B-L
T0.
9853
.9D
*1.
3218
0.4
F*
0.66
21.1
C0.
8432
.9C
0.86
35.3
D1.
1611
5.7
F*
0.72
24.0
C0.
9448
.5D
*N
B-L
R0.
9793
.9F
*1.
3522
7.7
F*
0.48
40.3
D0.
6852
.2D
0.77
60.3
E*
1.11
139.
6F
*0.
3937
.4D
0.53
43.4
D
SB
-LT
0.51
38.2
D
0.64
42.6
D0.
4636
.8D
0.58
40.2
D0.
5338
.6D
0.67
43.5
D0.
4235
.9D
0.52
38.3
D
SB
-R0.
3133
.9C
0.
3635
.2D
0.26
32.9
C0.
3033
.9C
0.24
32.5
C0.
2833
.3C
0.27
33.2
C0.
3134
.0C
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
26) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
3722
.3C
0.
8770
.1E
*0.
3017
.9B
0.48
23.4
C0.
2417
.6B
0.42
22.5
C0.
1616
.2B
0.23
17.5
B
Par
sons
Bou
leva
rd (N
-S)
EB
-T0.
6425
.3C
0.
7429
.2C
0.54
21.2
C0.
6323
.7C
0.55
22.4
C0.
6424
.9C
0.55
22.3
C0.
6324
.6C
E
B-R
0.16
15.8
B
0.24
17.0
B0.
1014
.3B
0.14
14.9
B0.
1515
.7B
0.21
16.5
B0.
0914
.9B
0.16
15.8
B
WB
-L0.
3019
.6B
0.
3922
.7C
0.23
17.0
B0.
2918
.7B
0.24
18.0
B0.
3220
.1C
0.54
26.8
C0.
6937
.0D
W
B-T
0.85
37.7
D
1.02
69.5
E*
0.56
22.4
C0.
6926
.6C
0.54
22.3
C0.
6726
.2C
0.48
21.0
C0.
6024
.1C
W
B-R
0.19
16.3
B
0.25
17.2
B0.
1515
.1B
0.20
15.7
B0.
1215
.4B
0.16
15.8
B0.
1215
.4B
0.13
15.5
B
NB
-LTR
0.15
28.4
C
0.17
28.7
C0.
1529
.0C
0.18
29.3
C0.
2129
.3C
0.24
29.7
C0.
2529
.8C
0.28
30.3
C
SB
-LTR
0.67
39.1
D
0.82
46.4
D0.
5636
.1D
0.69
40.2
D0.
6839
.2D
0.85
48.7
D0.
6839
.6D
0.76
43.5
D
27) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
059.
1A
0.
089.
8A
0.08
9.3
A0.
119.
8A
0.11
9.6
A0.
1410
.1B
0.09
9.4
A0.
119.
9A
16
0th
Stre
et (N
B)
EB
-T0.
7019
.7B
0.
8125
.5C
0.58
16.1
B0.
6919
.4B
0.61
16.6
B0.
7320
.4C
0.66
17.9
B0.
7521
.3C
W
B-T
0.82
25.9
C
0.98
49.5
D*
0.57
15.9
B0.
6919
.8B
0.49
14.0
B0.
6016
.5B
0.59
16.1
B0.
7019
.4B
W
B-R
0.03
8.7
A0.
038.
7A
0.02
8.6
A0.
028.
6A
0.02
8.6
A0.
028.
6A
0.01
8.5
A0.
018.
5A
NB
-LTR
0.39
35.5
D
0.45
36.5
D0.
6243
.4D
0.69
46.7
D0.
3935
.5D
0.44
36.4
D0.
5841
.9D
0.66
45.2
D
28) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
6016
.0B
0.
7019
.3B
0.54
18.7
B0.
6421
.5C
0.56
14.8
B0.
6617
.5B
0.63
20.8
C0.
7223
.9C
U
nion
Hal
l / 1
62nd
St (
SB
)E
B-R
0.07
8.6
A0.
078.
7A
0.09
12.1
B0.
1012
.2B
0.09
8.8
A0.
118.
9A
0.10
12.2
B0.
1112
.3B
WB
-T1.
0158
.9E
*1.
2113
0.3
F*
0.85
36.6
D1.
0372
.1E
*0.
6117
.0B
0.75
22.4
C0.
7728
.7C
0.91
42.9
D*
SB
-LTR
0.35
41.6
D
0.39
42.3
D0.
2534
.0C
0.29
34.5
C0.
5245
.2D
0.59
47.0
D0.
2433
.9C
0.27
34.3
C
29) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.52
12.2
B
0.61
14.2
B0.
4110
.4B
0.49
11.6
B0.
4310
.6B
0.52
12.1
B0.
4611
.1B
0.53
12.3
B
163r
d S
treet
(NB
) /E
B-R
0.11
7.6
A0.
137.
7A
0.13
7.7
A0.
147.
9A
0.22
8.6
A0.
258.
9A
0.14
7.8
A0.
168.
0A
Guy
R B
rew
er (N
-S)
WB
-LT
0.81
22.4
C
0.97
42.3
D*
0.51
12.3
B0.
6214
.7B
0.46
11.3
B0.
5713
.2B
0.52
12.3
B0.
6214
.3B
W
B-R
0.25
8.8
A0.
289.
1A
0.14
7.7
A0.
157.
9A
0.19
8.1
A0.
218.
3A
0.23
8.6
A0.
268.
8A
NB
-LTR
0.76
54.8
D
0.86
64.4
E*
0.54
44.5
D0.
6347
.9D
0.60
46.8
D0.
6950
.9D
0.53
44.4
D0.
6147
.1D
30) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
499.
5A
0.
5711
.0B
0.42
10.6
B0.
5011
.9B
0.54
20.3
C0.
6523
.5C
0.52
12.0
B0.
5913
.4B
16
4th
Stre
et (S
B)
WB
-T0.
8723
.6C
1.
0149
.8D
*0.
4811
.7B
0.58
13.6
B0.
5721
.2C
0.69
24.9
C0.
5813
.3B
0.67
15.7
B
SB
-L
0.32
43.3
D
0.37
44.4
D0.
3740
.3D
0.42
41.4
D0.
2527
.0C
0.28
27.5
C0.
4241
.5D
0.48
43.0
D
SB
-R0.
2843
.2D
0.
3645
.3D
0.46
43.7
D0.
5245
.9D
0.32
28.6
C0.
3629
.6C
0.45
43.6
D0.
5246
.2D
31) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
479.
2A
0.
5610
.7B
0.44
8.8
A0.
5310
.1B
0.53
20.1
C0.
6523
.4C
0.51
9.7
A0.
5911
.1B
16
5th
Stre
et (S
B)
EB
-R0.
146.
1A
0.16
6.2
A0.
095.
7A
0.10
5.8
A0.
2114
.9B
0.23
15.2
B0.
135.
9A
0.14
6.0
AW
B-L
T0.
8018
.9B
0.
9433
.9C
*0.
459.
1A
0.55
10.7
B0.
5921
.9C
0.72
26.4
C0.
5510
.5B
0.64
12.4
B
NB
-LTR
0.44
45.2
D
0.48
46.4
D0.
3242
.8D
0.35
43.5
D0.
3127
.8C
0.34
28.5
C0.
2341
.1D
0.26
41.7
D
32) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
5120
.0B
0.
6122
.5C
0.52
19.9
B0.
6122
.3C
0.54
20.4
C0.
6523
.3C
0.64
22.9
C0.
7326
.3C
M
erric
k B
oule
vard
(SB
)E
B-R
0.19
14.7
B0.
2215
.1B
0.17
14.4
B0.
2014
.8B
0.18
14.5
B0.
2215
.0B
0.12
13.8
B0.
1414
.0B
WB
-LT
0.97
53.7
D*
1.39
213.
2F
*0.
6625
.0C
1.02
73.2
E*
0.61
22.8
C1.
2315
0.2
F*
0.85
36.5
D1.
3820
9.5
F*
SB
-LTR
0.48
30.0
C
0.59
32.4
C0.
3327
.5C
0.43
29.1
C0.
5731
.9C
0.69
35.1
D0.
5230
.8C
0.64
33.5
C
33) J
amai
ca A
venu
e (E
-W) @
EB
-TR
0.27
6.7
A
0.32
7.0
A0.
256.
5A
0.30
6.8
A0.
286.
7A
0.34
7.1
A0.
246.
4A
0.28
6.7
A
180t
h S
treet
WB
-LT
0.58
9.9
A
0.67
11.6
B0.
327.
1A
0.38
7.6
A0.
417.
9A
0.50
9.0
A0.
387.
6A
0.44
8.1
A
NB
-LR
0.09
39.3
D
0.10
39.5
D0.
1740
.6D
0.19
41.0
D0.
1941
.5D
0.22
42.3
D0.
1139
.4D
0.12
39.6
D
SB
-LTR
0.69
56.7
E*
0.78
63.4
E*
0.25
41.5
D0.
2842
.2D
0.66
54.8
D0.
7560
.5E
*0.
4345
.7D
0.48
47.3
D
34) A
rche
r Ave
nue
(E-W
) @E
B-L
0.28
23.1
C
0.30
24.3
C0.
1721
.0C
0.17
20.4
C0.
3224
.0C
0.37
29.2
C0.
1320
.1C
0.13
19.7
B
Sut
phin
Bou
leva
rd (N
-S)
EB
-T0.
5126
.8C
E
B-T
R0.
5225
.9C
0.30
22.3
CE
B-T
R0.
2820
.9C
0.36
23.4
CE
B-T
R0.
3926
.6C
0.19
20.6
CE
B-T
R0.
2020
.0B
E
B-R
0.40
24.6
C
0.23
21.4
C0.
2421
.6C
0.20
20.8
C
WB
-L0.
6533
.6C
W
B-L
T0.
3824
.0C
0.52
27.4
CW
B-L
T0.
2820
.9C
0.62
30.9
CW
B-L
T0.
3926
.8C
0.46
25.5
CW
B-L
T0.
2420
.4C
W
B-T
R0.
2021
.0C
W
B-R
0.24
22.8
C0.
1720
.5C
WB
-R0.
1920
.5C
0.21
21.1
CW
B-R
0.28
26.2
C0.
1520
.3C
WB
-R0.
1720
.1C
N
B-L
0.22
12.1
BN
B-L
0.13
11.7
BN
B-L
0.11
8.8
AN
B-L
0.12
11.5
B
NB
-LTR
0.75
26.5
C
NB
-TR
0.50
14.1
B0.
5420
.6C
NB
-TR
0.40
13.8
B0.
4819
.7B
NB
-TR
0.32
10.0
A0.
4419
.0B
NB
-TR
0.31
12.9
B
SB
-LTR
0.47
19.1
B
0.43
13.1
B0.
2716
.5B
0.26
12.4
B0.
4218
.4B
0.37
10.4
B0.
2316
.1B
0.22
11.9
B
35) A
rche
r Ave
nue
(E-W
) @E
B-L
TR0.
6123
.2C
0.
6725
.4C
0.45
19.2
B0.
5020
.2C
0.69
26.0
C0.
7629
.5C
0.44
18.9
B0.
4919
.8B
15
0th
Stre
et (N
-S)
WB
-L0.
9975
.8E
*1.
1813
6.7
F*
0.49
22.3
C0.
5825
.5C
0.89
54.3
D1.
0710
0.9
F*
0.51
23.0
C0.
5926
.3C
W
B-T
R0.
5120
.8C
0.
5622
.0C
0.37
18.0
B0.
4118
.6B
0.41
18.7
B0.
4619
.5B
0.43
18.8
B0.
4719
.6B
N
B-L
TR0.
5422
.0C
0.
6625
.7C
0.25
17.2
B0.
3017
.8B
0.40
19.3
B0.
4921
.2C
0.22
16.8
B0.
2517
.2B
S
B-L
TR0.
5127
.6C
0.
6230
.5C
0.47
27.2
C0.
5629
.5C
0.61
30.1
C0.
7234
.3C
0.56
29.2
C0.
6632
.4C
36) A
rche
r Ave
nue
(E-W
) @E
B-L
0.44
17.6
B
0.57
23.1
C0.
3314
.1B
0.40
15.7
B0.
5721
.2C
0.70
29.0
C0.
5720
.6C
0.68
26.1
C
Par
sons
Bou
leva
rd (N
-S)
EB
-T0.
7220
.7C
0.
8024
.2C
0.51
15.4
B0.
5616
.6B
0.57
16.5
B0.
6317
.9B
0.47
14.6
B0.
5215
.5B
W
B-T
0.43
13.2
B
0.48
13.9
B0.
2811
.7B
0.31
12.0
B0.
3712
.5B
0.41
13.0
B0.
3412
.2B
0.37
12.6
B
SB
-L0.
5027
.1C
0.
6430
.9C
0.40
25.0
C0.
4926
.8C
0.58
28.7
C0.
7133
.3C
0.56
28.3
C0.
6932
.5C
S
B-R
0.40
24.5
C
0.45
25.3
C0.
2922
.8C
0.32
23.2
C0.
3223
.2C
0.36
23.8
C0.
2422
.1C
0.26
22.4
C
37) A
rche
r Ave
nue
(E-W
) @E
B-L
T1.
0359
.1E
*1.
2815
6.4
F*
0.63
14.6
B0.
7418
.1B
0.82
23.3
C1.
0462
.5E
*0.
6715
.3B
0.79
19.9
B
160t
h S
treet
(NB
)E
B-R
0.24
8.7
A
0.27
8.9
A0.
127.
5A
0.13
7.6
A0.
319.
4A
0.34
9.8
A0.
117.
5A
0.13
7.6
A
WB
-LTR
0.80
28.3
C
1.01
58.2
E*
0.46
18.3
B0.
5219
.3B
0.65
22.1
C0.
7625
.7C
0.51
19.0
B0.
5720
.1C
N
B-L
TR0.
6435
.2D
0.
7137
.9D
0.38
29.1
C0.
4329
.9C
0.46
30.6
C0.
5131
.7C
0.37
28.9
C0.
4129
.6C
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
38) A
rche
r Ave
nue
(E-W
) @E
B-T
0.87
30.4
C
1.02
56.9
E*
0.58
16.6
B
0.67
19.0
B
0.71
20.6
C0.
8326
.6C
0.64
18.0
B0.
7521
.4C
U
nion
Hal
l Stre
et (S
B)
WB
-T0.
4713
.9B
0.
5214
.6B
0.52
15.5
B
0.58
16.7
B
0.44
13.4
B0.
4914
.1B
0.59
16.9
B0.
6618
.5B
S
B-L
R0.
3624
.5C
0.
4125
.4C
0.34
24.2
C
0.39
25.1
C
0.42
25.6
C0.
4726
.8C
0.36
24.5
C0.
4125
.5C
39) A
rche
r Ave
nue
(E-W
) @E
B-L
TR1.
0367
.8E
*1.
2012
8.8
F*
0.87
36.6
D
1.00
59.4
E*
0.99
57.4
E*
1.15
107.
6F
*0.
9342
.9D
*1.
0778
.9E
*G
uy R
Bre
wer
Bou
leva
rd (N
-S)
WB
-L0.
3221
.3C
0.
4327
.4C
0.36
21.1
C
0.47
25.8
C
0.61
33.3
C0.
8055
.9E
*0.
5127
.4C
0.67
40.6
D
WB
-TR
0.52
19.6
B
0.58
20.6
C0.
3517
.0B
0.
3917
.5B
0.
5119
.2B
0.56
20.1
C0.
3817
.3B
0.42
17.8
B
NB
-LTR
0.93
52.9
D*
1.07
87.3
F*
0.54
23.1
C
0.63
26.0
C
0.81
36.6
D0.
9250
.7D
*0.
6828
.5C
0.77
33.6
C
SB
-LTR
0.15
16.0
B
0.16
16.2
B0.
1415
.9B
0.
1616
.1B
0.
2617
.5B
0.30
18.0
B0.
1716
.3B
0.19
16.5
B
40) A
rche
r Ave
nue
(E-W
) @E
B-L
TR1.
0162
.5E
*1.
1912
3.3
F*
0.72
26.4
C
0.83
32.6
C
0.96
51.7
D*
1.20
128.
4F
*1.
0163
.3E
*1.
1711
6.8
F*
165t
h S
treet
(N-S
)W
B-L
TR0.
6622
.7C
0.
7324
.9C
0.44
18.2
B
0.49
18.9
B
0.66
22.6
C0.
7425
.1C
0.94
50.9
D*
1.07
84.1
F*
NB
-LTR
0.16
16.3
B
0.18
16.5
B0.
1916
.7B
0.
2116
.9B
0.
1916
.8B
0.22
17.1
B0.
3519
.0B
0.40
19.8
B
SB
-LTR
0.18
16.5
B
0.19
16.8
B0.
2117
.0B
0.
2417
.3B
0.
4621
.2C
0.51
22.5
C0.
2216
.9B
0.25
17.2
B
41) A
rche
r Ave
nue
(E-W
) @E
B-T
R0.
5720
.3C
0.
6722
.3C
0.47
18.7
B
0.54
19.8
B
0.61
21.4
C0.
7023
.7C
0.56
20.0
B0.
6521
.8C
M
erric
k B
oule
vard
(SB
)W
B-L
T0.
8028
.8C
0.
9749
.7D
*0.
5620
.7C
0.
6723
.6C
1.
0262
.5E
*1.
2012
6.5
F*
WB
-DfL
0.88
59.7
E*
WB
-DfL
1.18
147.
8F
*
WB
-T0.
6022
.4C
WB
-T0.
6624
.3C
S
B-L
TR0.
4919
.8B
0.
6222
.1C
0.33
17.7
B
0.44
19.1
B
0.53
20.4
C0.
6923
.8C
0.48
19.6
B0.
6122
.0C
42) A
tlant
ic A
venu
e (E
-W) @
EB
-TR
0.57
26.2
C
0.63
27.2
C0.
4023
.8C
0.
4424
.3C
0.
5225
.5C
0.58
26.3
C0.
6126
.9C
0.67
28.1
C
Van
Wyc
k E
xpw
y S
outh
boun
dW
B-L
0.36
26.6
C
0.43
30.8
C0.
1815
.8B
0.
2117
.1B
0.
3221
.4C
0.37
24.5
C0.
2220
.4C
0.25
23.0
C
Ser
vice
Roa
d (S
B)
WB
-LT
0.54
20.2
C
0.63
22.2
C0.
2713
.5B
0.
3113
.9B
0.
4415
.5B
0.50
16.5
B0.
3314
.2B
0.38
14.8
B
SB
-LTR
0.80
25.0
C
0.89
29.6
C0.
7727
.2C
0.
8630
.9C
1.
0151
.0D
*1.
1393
.4F
*0.
7326
.2C
0.82
28.9
C
43) A
tlant
ic A
venu
e (E
-W) @
EB
-LE
B-D
fL0.
7032
.9C
1.07
90.6
F*
0.55
23.0
C0.
9151
.3D
*E
B-D
fL0.
4521
.7C
0.98
66.7
E*
0.61
24.7
C1.
0068
.7E
*V
an W
yck
Exp
wy
Nor
thbo
und
EB
-T0.
4218
.7B
0.51
22.9
C0.
2913
.7B
0.41
20.4
C
0.39
15.2
B0.
5222
.4C
0.33
14.1
B0.
4621
.3C
S
ervi
ce R
oad
(NB
)W
B-T
R0.
6833
.1C
0.
5927
.1C
0.45
30.8
C
0.33
22.6
C
0.79
41.8
D0.
5325
.4C
0.43
30.4
C0.
3222
.4C
N
B-L
TR0.
9332
.5C
*0.
9229
.0C
*0.
9235
.0C
*0.
8022
.8C
0.
9437
.5D
*0.
8424
.3C
0.63
23.9
C0.
5317
.3B
44) 9
4th
Ave
nue
(E-W
) @E
B-L
R0.
3817
.9B
-
--
0.42
18.4
B
--
-0.
3717
.6B
--
-0.
4218
.4B
--
-S
utph
in B
oule
vard
(N-S
)W
B-L
TR0.
5019
.3B
0.
2021
.1C
0.28
16.1
B
0.09
14.5
B
0.44
18.2
B0.
1719
.4B
0.29
16.2
B0.
0914
.6B
N
B-L
0.45
17.2
BN
B-L
0.17
16.0
B
NB
-L0.
3816
.2B
NB
-L0.
1615
.7B
N
B-L
T1.
0049
.6D
*N
B-T
0.80
23.7
C0.
5712
.5B
N
B-T
0.78
29.4
C
0.71
17.1
BN
B-T
0.59
17.9
B0.
4310
.2B
NB
-T0.
6122
.8C
S
B-T
R0.
4910
.1B
S
B-T
0.44
13.1
B0.
288.
2A
S
B-T
0.21
15.7
B
0.38
9.0
AS
B-T
0.33
12.9
B0.
227.
8A
SB
-T0.
1915
.5B
S
B-R
0.13
10.4
BS
B-R
0.27
16.9
B
SB
-R0.
1611
.6B
SB
-R0.
1515
.4B
45) 9
4th
Ave
nue
(WB
) @W
B-L
TR0.
2616
.0B
0.
4123
.5C
0.22
15.6
B
0.25
16.8
B
0.22
15.6
B0.
2818
.7B
0.15
14.8
B0.
1615
.0B
15
0th
Stre
et (N
-S)
NB
-LT
0.52
11.8
B
0.52
8.3
A0.
238.
3A
0.
288.
1A
0.
339.
1A
0.37
7.9
A0.
228.
2A
0.28
8.7
A
SB
-TR
0.73
16.3
B
0.71
11.6
B0.
4610
.5B
0.
5210
.8B
0.
8019
.3B
0.84
19.5
B0.
5712
.4B
0.65
14.1
B
46) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
8556
.7E
*0.
8245
.7D
0.43
18.9
B
0.41
14.5
B
0.88
71.0
E*
0.98
92.0
F*
0.48
21.0
C0.
4816
.8B
S
utph
in B
oule
vard
(N-S
)E
B-T
R0.
7618
.6B
0.
7314
.2B
0.43
13.0
B
0.41
9.6
A
0.49
13.7
B0.
4710
.2B
0.44
13.2
B0.
439.
8A
W
B-L
0.14
12.6
B
0.15
9.5
A0.
1411
.4B
0.
148.
3A
0.
1511
.6B
0.15
8.5
A0.
2212
.4B
0.21
9.3
A
WB
-TR
0.72
17.7
B
0.68
13.2
B0.
6315
.8B
0.
6011
.8B
0.
8422
.1C
0.81
16.8
B0.
6415
.9B
0.61
11.9
B
NB
-LTR
0.59
15.5
B
0.87
30.4
C0.
3212
.1B
0.
4717
.4B
0.
4213
.2B
0.64
20.7
C0.
7523
.3C
0.59
19.5
B
SB
-LTR
0.50
15.1
B
0.99
63.0
E*
0.45
14.1
B
0.69
23.9
C
0.82
25.2
C1.
6030
0.1
F*
0.54
15.4
B0.
9754
.4D
*
47) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
3612
.5B
0.
5319
.5B
0.14
8.1
A
0.20
9.1
A
0.26
10.2
B0.
3914
.2B
0.13
8.0
A0.
178.
9A
15
0th
Stre
et (N
-S)
EB
-TR
0.53
10.4
B
0.62
11.7
B0.
389.
0A
0.
449.
5A
0.
479.
8A
0.55
10.7
B0.
469.
7A
0.54
10.6
B
WB
-L0.
037.
0A
0.
077.
6A
0.08
7.4
A
0.14
8.1
A
0.10
7.7
A0.
239.
7A
0.09
7.6
A0.
188.
9A
W
B-T
R0.
5711
.0B
0.
6612
.3B
0.45
9.6
A
0.52
10.4
B
0.54
10.6
B0.
6412
.1B
0.48
9.9
A0.
5610
.8B
N
B-L
TR1.
0162
.3E
*1.
1811
9.1
F*
0.48
19.6
B
0.58
22.0
C
0.72
27.4
C0.
8538
.2D
0.46
19.2
B0.
5621
.6C
S
B-L
TR0.
9449
.2D
*1.
3419
2.4
F*
0.46
18.5
B
0.54
20.1
C
0.83
32.3
C1.
0368
.6E
*0.
7526
.5C
0.89
38.3
D
48) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
7752
.3D
0.
8767
.7E
*0.
2513
.8B
0.
3517
.1B
0.
5328
.6C
0.61
34.0
C0.
1511
.8B
0.21
13.1
B
Guy
R. B
rew
er B
oule
vard
(N-S
)E
B-T
R0.
6716
.5B
0.
8019
.9B
0.52
14.0
B
0.61
15.4
B
0.75
18.3
B0.
8723
.9C
0.65
16.1
B0.
7718
.9B
W
B-L
0.20
13.3
B
0.31
17.8
B0.
1511
.8B
0.
2313
.6B
0.
2415
.1B
0.37
20.0
C0.
2614
.7B
0.41
21.5
C
WB
-TR
0.97
34.6
C*
1.10
73.4
E*
0.54
14.3
B
0.63
15.6
B
0.79
19.8
B0.
9328
.6C
*0.
4813
.5B
0.56
14.6
B
NB
-LTR
0.94
45.5
D*
1.16
112.
9F
*0.
4915
.5B
0.
6018
.2B
0.
7726
.9C
0.99
60.4
E*
0.69
21.2
C0.
8330
.4C
S
B-L
0.09
10.7
B
0.10
11.0
B0.
0910
.6B
0.
1110
.9B
0.
1911
.7B
0.22
12.3
B0.
1711
.6B
0.21
12.2
B
SB
-TR
0.49
15.5
B
0.54
16.6
B0.
5216
.2B
0.
5917
.7B
0.
7824
.9C
0.87
32.3
C0.
5115
.9B
0.57
17.2
B
49) L
iber
ty A
venu
e (E
-W) @
EB
-T0.
5314
.5B
0.
6216
.0B
0.33
12.1
B
0.39
12.7
B
0.52
14.4
B0.
6015
.6B
0.55
14.8
B0.
6316
.2B
M
erric
k B
oule
vard
(SB
)E
B-R
0.31
12.5
B
0.35
13.0
B0.
1410
.7B
0.
1711
.0B
0.
3913
.5B
0.45
14.4
B0.
3412
.8B
0.38
13.4
B
WB
-L0.
3716
.8B
0.
5425
.8C
0.28
13.2
B
0.36
15.1
B
0.51
21.3
C0.
7136
.9D
0.39
17.7
B0.
5627
.4C
W
B-T
0.65
16.6
B
0.72
18.3
B0.
3111
.9B
0.
3512
.3B
0.
5014
.1B
0.56
15.0
B0.
4413
.3B
0.49
13.9
B
SB
-LTR
0.99
56.1
E*
1.16
114.
9F
*0.
7130
.6C
0.
8739
.0D
1.
0161
.2E
*1.
2515
0.8
F*
1.01
62.9
E*
1.21
133.
5F
*
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-7 (C
ontin
ued)
: 201
5 N
o-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Sign
aliz
edLa
neV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SV/
CD
ELA
YLO
SIn
ters
ectio
nG
roup
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
50) L
iber
ty A
venu
e (E
-W) @
EB
-T0.
6313
.3B
0.
7215
.6B
0.42
9.9
A0.
4810
.7B
0.69
14.6
B0.
7918
.1B
0.55
11.7
B0.
6112
.9B
D
unki
rk S
treet
EB
-R0.
319.
0A
0.
349.
3A
0.27
8.7
A0.
309.
0A
0.75
17.8
B0.
8322
.1C
0.38
9.8
A0.
4210
.3B
W
B-L
T0.
7516
.6B
0.
8622
.7C
0.40
9.7
A0.
4610
.5B
0.50
10.9
B0.
5712
.0B
0.52
11.3
B0.
5912
.5B
N
B-L
1.04
68.2
E*
1.14
105.
3F
*0.
4117
.8B
0.45
18.5
B0.
5420
.1C
0.59
21.4
C0.
5720
.9C
0.63
22.4
C
NB
-R0.
0313
.7B
0.
0313
.7B
0.01
13.5
B0.
0113
.5B
0.03
13.7
B0.
0313
.7B
0.01
13.6
B0.
0213
.6B
51) S
outh
Roa
d (E
-W) @
EB
-LTR
0.79
31.0
C
0.88
39.2
D0.
5420
.9C
0.59
22.5
C0.
6524
.0C
0.72
26.8
C0.
4619
.1B
0.51
20.1
C
Guy
R B
rew
er B
oule
vard
(N-S
)W
B-L
TR0.
3517
.0B
0.
3917
.6B
0.26
15.9
B0.
3016
.4B
0.50
19.5
B0.
5721
.0C
0.32
16.6
B0.
3617
.1B
N
B-L
TR0.
7619
.4B
0.
8828
.3C
0.41
10.3
B0.
4911
.5B
0.59
13.4
B0.
6715
.8B
0.47
10.8
B0.
5211
.7B
S
B-L
TR0.
6515
.0B
0.
7217
.6B
0.53
12.0
B0.
6113
.8B
0.77
19.1
B0.
8827
.5C
0.56
12.6
B0.
6414
.2B
52
) 107
th A
venu
e (E
-W) @
EB
-LTR
0.08
14.2
B
0.09
14.4
B0.
1114
.6B
0.13
14.7
B0.
0814
.2B
0.09
14.3
B0.
0714
.2B
0.08
14.2
B
Guy
R B
rew
er B
oule
vard
(N-S
)W
B-L
TR0.
0614
.0B
0.
0714
.1B
0.07
14.2
B0.
0814
.2B
0.08
14.2
B0.
0914
.3B
0.04
13.9
B0.
0513
.9B
N
B-L
TR0.
6614
.7B
0.
7618
.1B
0.37
9.5
A0.
4310
.2B
0.53
11.7
B0.
6013
.1B
0.45
10.5
B0.
5111
.3B
S
B-L
TR0.
5011
.5B
0.
5612
.6B
0.47
10.9
B0.
5412
.0B
0.64
14.0
B0.
7417
.0B
0.55
12.2
B0.
6213
.6B
53
) 108
th A
venu
e (E
-W) @
EB
-LTR
0.45
31.7
C
0.53
34.6
C0.
3128
.4C
0.35
29.1
C0.
4330
.9C
0.47
32.2
C0.
3729
.4C
0.45
31.4
C
Mer
rick
Bou
leva
rd (N
-S)
WB
-LTR
0.52
33.6
C
0.60
36.8
D0.
5534
.6C
0.64
38.6
D0.
4732
.1C
0.55
34.7
C0.
3428
.6C
0.40
30.2
C
NB
-L
0.20
8.8
A
0.27
10.0
B0.
067.
3A
0.07
7.5
A0.
128.
1A
0.17
9.1
A0.
107.
9A
0.17
8.9
A
NB
-TR
0.67
13.5
B
0.76
15.9
B0.
318.
8A
0.35
9.2
A0.
4410
.1B
0.50
10.8
B0.
359.
2A
0.40
9.7
A
SB
-L0.
118.
4A
0.
169.
8A
0.04
7.2
A0.
067.
3A
0.03
7.1
A0.
047.
2A
0.04
7.2
A0.
057.
3A
S
B-T
R0.
349.
1A
0.
409.
6A
0.32
8.9
A0.
399.
6A
0.46
10.3
B0.
5511
.5B
0.41
9.8
A0.
4810
.6B
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es C
onge
sted
Loc
atio
n (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
*- D
enot
es L
ocat
ion
Bec
omin
g C
onge
sted
(LO
S E
or F
, or v
/c ra
tio >
0.9
0) U
nder
No-
Bui
ld C
ondi
tions
.
June
29,
200
7
Tabl
e 16
-8: 2
015
No-
Act
ion
Traf
fic C
ondi
tions
at U
nsig
naliz
ed In
ters
ectio
ns
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
2005
Exi
stin
g20
15 N
o-A
ctio
n20
05 E
xist
ing
2015
No-
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Uns
igna
lized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
54) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.16
12.8
B
0.20
14.6
B0.
038.
7A
0.03
9.0
A0.
048.
6A
0.05
9A
0.10
9.8
A0.
1210
.5B
17
8th
Stre
et (S
B)
WB
-LT
0.03
8.6
A
0.03
8.9
A0.
039.
1A
0.04
9.6
A0.
069.
1A
0.07
9.6
A0.
028.
4A
0.02
8.6
A
NB
-LT
0.50
55.4
F*
0.80
123.
6F
*0.
1317
.8C
0.17
20.7
C0.
1720
.3C
0.22
25.2
D0.
2025
.4D
0.27
32.7
D
NB
-TR
0.51
46.9
E*
0.81
107.
3F
*0.
1015
.5C
0.13
17.6
C0.
1818
.4C
0.24
22.5
C0.
2220
.4C
0.30
25.5
D
Abb
revi
atio
nsE
B-E
astb
ound
, WB
-Wes
tbou
nd, N
B-N
orth
boun
d, S
B-S
outh
boun
dL-
Left,
T-T
hrou
gh, R
-Rig
ht, D
fL-D
efac
to L
eft,
E-W
: Eas
t-Wes
t Roa
dway
, N-S
: Nor
th-S
outh
Roa
dway
V/C
Rat
io -
Vol
ume
to C
apac
ity R
atio
SE
C/V
EH
- S
econ
ds p
er V
ehic
leLO
S -
Leve
l of S
ervi
ce*
- Den
otes
Con
gest
ed L
ocat
ion
(LO
S E
or F
, or v
/c ra
tio >
0.9
0)*
- Den
otes
Loc
atio
n B
ecom
ing
Con
gest
ed (L
OS
E o
r F, o
r v/c
ratio
> 0
.90)
Und
er N
o-B
uild
Con
ditio
ns.
June
29,
200
7
Table 16-92015 No-Action Off-Street Parking Utilization
THIS TABLE HAS BEEN REVISED FOR THE FEIS
2015 No-Action Accessory Capacity and Demand at Projected Development Sites and No-Action Development Projects
AM Period Midday Period Overnight PeriodExcess/ Excess/ Excess/
Accessory Accessory Public Accessory Accessory Public Accessory Accessory PublicCapacity Demand Demand (1) Capacity Demand Demand (1) Capacity Demand Demand (1)
Downtown Jamaica Core 3,047 1,593 0 3,047 2,101 0 3,047 1,279 0Hillside Avenue (East) 209 161 0 209 212 -3 209 20 0Sutphin Blvd (South) 802 286 0 802 703 0 802 131 0Jamaica Avenue (East) 146 128 0 146 261 -115 146 68 0Guy R. Brewer (South) 79 56 0 79 75 0 79 44 0Merrick Boulevard (South) 16 47 -31 16 83 -67 16 1 0Other Areas 28 13 0 28 18 0 28 16 0
Total 4,327 2,284 -31 4,327 3,453 -185 4,327 1,559 0
2015 No-Action Public Parking Demand
AM Period Midday Period Overnight PeriodAvailable Available Available
Public Public Public Public Public Public Public Public Public Public Public PublicCapacity Demand Spaces Utilization Capacity Demand Spaces Utilization Capacity Demand Spaces Utilization
Downtown Jamaica Core 4,947 2,632 2,315 53% 4,947 4,810 137 97% 3,428 1,575 1,853 46%Hillside Avenue (East) 341 367 -26 108% 341 603 -262 177% 291 149 142 51%Sutphin Blvd (South) 160 114 47 71% 160 177 -17 111% 40 4 36 10%Jamaica Avenue (East) 0 0 0 -- 0 115 -115 -- 0 0 0 --Guy R. Brewer (South) 0 0 0 -- 0 0 0 -- 0 0 0 --Merrick Boulevard (South) 0 31 -31 -- 0 67 -67 -- 0 0 0 --Other Areas 0 0 0 -- 0 0 0 -- 0 0 0 --
5,448 3,143 2,305 58% 5,448 5,772 -324 106% 3,759 1,727 2,032 46%
(1) - Overflow parking demand that cannot be accommodated by the accessory requirements, which would be added to the public parking demand.
June 29, 2007
Chapter 16: Traffic and Parking
16-17
utilization rate of 46 percent, even though much of the parking supply would continue to be closed during the overnight period, as is the case under Existing conditions.
ON-STREET PARKING
Curbside metered parking spaces in the study area would also have increased use under No-Action conditions. It is expected that the metered parking utilization would increase to capacity from 91 percent under Existing conditions due to the one percent per year background growth.
D. FUTURE WITH THE PROPOSED ACTIONS (WITH-ACTION) This section provides an analysis of traffic and parking conditions in the future with the proposed actions (the With-Action condition). As described in detail in Chapter 1, “Project Description,” the proposed actions are projected to stimulate approximately 3,565 new dwelling units, 3.1 million square feet of retail/commercial space, and 245,000 sf of community facility space, and a reduction of 379,700 sf of industrial space over No-Action conditions. These new developments, located at 186 sites within the proposed action area, would displace existing industrial uses and smaller residential and commercial uses on these sites. The analysis in this section examines future traffic and parking conditions in 2015 with the full build-out of the proposed projected development scenario.
TRIP GENERATION
The proposed actions are expected to result in approximately 3,565 dwelling units, 3.1 million square feet of retail/commercial space, and 245,000 sf of community facility space, and a reduction of 379,700 sf of industrial space. The trip generation rates and mode choice factors used to estimate the travel demand that would be generated by this new development were based on acceptable CEQR criteria, standard professional references, and studies that have been done for similar uses. These sources were supplemented by 2000 Census data and recent data from other sources. Trip generation rates and modal split factors used in forecasting the travel demand from projected development sites are presented in Tables 16-10 and 16-10a.
As shown in Tables 16-11 and 16-11a, the projected developments resulting from the proposed actions, would generate a net total of 1,366 new inbound and 729 new outbound vehicle trips in the AM peak hour (auto, taxi and truck), 618 new inbound and 587 new outbound vehicle trips in the midday, 846 new inbound and 1,826 new outbound vehicle trips in the PM peak hour, and 836 new inbound and 735 new outbound vehicle trips in the Saturday midday peak hour.
Net project-generated trips by subway would total 977 inbound and 984 outbound in the AM peak hour, 1,025 inbound and 999 outbound in the midday peak hour, 1,333 inbound and 1,640 outbound in the PM peak hour, and 1,457 inbound and 1,239 outbound in the Saturday midday peak hour. Trips by bus would total 1,058 inbound and 603 outbound in the AM peak hour, 1,062 inbound and 1,008 outbound in the midday peak hour, 1,086 inbound and 1,782 outbound in the PM peak hour, and 1,534 inbound and 1,283 outbound in the Saturday midday peak hour. Trips by Long Island Rail Road at Jamaica Station (Sutphin Boulevard at Archer Avenue) would total 215 inbound and 53 outbound in the AM peak hour, 16 inbound and 15 outbound in the midday peak hour, 52 inbound and 263 outbound in the PM peak hour, and 37 inbound and 30 outbound in the Saturday midday peak hour. Trips by walking-only, bicycle or other non-vehicular modes would total 766 inbound and 586 outbound in the AM peak hour, 3,506 inbound and 4,239 outbound in the midday peak hour, 1,442 inbound and 1,728 outbound in the
Jamaica Plan EIS
16-18
PM peak hour, and 1,795 inbound and 1,625 outbound in the Saturday midday peak hour. The probable impacts of the proposed actions on the subway, bus and pedestrian modes are discussed in detail in Chapter 17, “Transit and Pedestrians.”
TRIP ASSIGNMENT
For trip assignment purposes, the 186 projected development sites identified in this study were grouped by location. Many of the projected development sites would be located along the same blocks, therefore, 55 groups were defined and utilized for trip assignment purposes. Figure 16-12 shows these 55 groups. Figures 16-13 through 16-16 show the assignment of net project increment traffic (autos, taxis and trucks) to the study area street network during the AM, midday, PM and Saturday midday peak hours, respectively. Auto and taxi trips to and from projected developments were assigned to the proposed action area portals based on census origin/destination survey data. Auto and taxi trips were then assigned via the most direct routes to and from each development site block. Truck trips were assigned to designated truck routes within the study area, and then via the most direct path on the local street network to and from each development site.
VEHICULAR TRAFFIC
Figures 16-17 through 16-20 show the AM, midday, PM and Saturday midday peak hour traffic networks in the 2015 future with the proposed actions. The volumes shown are the combination of the net incremental traffic generated by the proposed actions and the 2015 No-Action network.
IMPACT ANALYSIS METHODOLOGY
According to CEQR criteria, if levels of service deteriorate from LOS A, B or C in the No-Action condition to marginally acceptable mid-LOS D or unacceptable LOS E or F in the With-Action condition, then a significant traffic impact has occurred. CEQR criteria further specify that for a No-Action LOS A, B or C which declines to mid-LOS D (45 seconds of delay for signalized intersections and 30 seconds of delay for unsignalized intersections) or worse in the With-Action condition, mitigation to mid-LOS D is required. For No-Action LOS D, and increase of five or more seconds in a lane group in the With-Action condition should be considered significant if the With-Action delay exceeds mid-LOS D. For No-Action LOS E, an increase in delay of four seconds should be considered significant. For No-Action LOS F, three seconds of delay should be considered significant, however, if the No-Action LOS F condition already has delays in excess of 120 seconds, an increase of one second in delay should be considered significant, unless the proposed actions would generate fewer than five vehicles through that intersection in the peak hour (signalized intersections) or fewer than five passenger car equivalents (PCE) in the peak hour along the critical approach (unsignalized intersection). In addition, for unsignalized intersections, for the minor street approach to generate a significant impact, 90 PCEs must be identified in the With-Action condition in any peak hour.
Tables 16-12 and 16-13 show the AM, midday, PM and Saturday midday peak hour volume-to-capacity ratios, delays and levels of service at signalized and unsignalized study area intersections, respectively, in the 2015 future with the proposed actions. The tables also identify those locations that would be impacted based on the criteria discussed above. A summary of significantly impacted intersections is provided in Table 16-14.
Tab
le 1
6-10
: T
rans
port
atio
n P
lann
ing
Fac
tors
Indu
stri
alH
otel
Com
mun
ity F
acili
tyN
eigb
orho
od R
etai
lD
esti
nati
on R
etai
lR
esid
enti
alO
ffic
eL
and
Use
:M
isce
llane
ous
gsf
-379
,752
room
s22
5gs
f24
5,18
0gs
f32
8,26
0gs
f85
0,84
6D
U3,
565
gsf
1,72
8,60
8Si
ze/U
nits
:
(10)
(9)
(8)
(7)
(5)
(2)
(1)
9.54
5.82
205
758.
075
18W
eekd
ayT
rip
Gen
erat
ion:
1.81
8.61
205
100
7.67
80.
9Sa
turd
aype
r 1,0
00 s
fpe
r roo
mpe
r 1,0
00 s
fpe
r 1,0
00 s
fpe
r du
per 1
,000
sf
(10)
(9)
(7)
(5)
(2)
(1)
Tem
pora
l Dis
trib
utio
n:13
.2%
6.6%
3.1%
2.3%
9.1%
11.8
%A
M11
.0%
8.3%
19.0
%8.
7%4.
7%14
.5%
MD
14.2
%7.
7%9.
6%8.
9%10
.7%
13.7
%PM
10.7
%8.
5%9.
5%11
.5%
8.2%
15.0
%Sa
tMD
(3)
(9)
(7)
(5)
(3)
(3)
MD
AM
/PM
/Sat
MD
AM
/PM
/Sat
Mod
al S
plits
:2.
0%46
.3%
30.1
%2.
0%20
.0%
29.0
%2.
0%46
.3%
Aut
o1.
0%0.
9%12
.3%
3.0%
1.0%
0.8%
1.0%
0.9%
Taxi
7.0%
16.5
%18
.9%
6.0%
23.0
%39
.2%
7.0%
16.5
%Su
bway
7.0%
21.7
%5.
5%6.
0%33
.0%
19.8
%7.
0%21
.7%
Bus
83.0
%8.
2%33
.2%
83.0
%23
.0%
9.0%
83.0
%8.
2%W
alk
0.0%
6.4%
0.0%
0.0%
0.0%
2.2%
0.0%
6.4%
Rai
l10
0.0%
100.
0%10
0.0%
100.
0%10
0.0%
100%
100.
0%
(4)
(9)
(7)
(5)
(2)
(1)
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
In/O
ut S
plits
:12
.0%
88.0
%59
.0%
41.0
%50
%50
%39
%61
%80
.0%
20.0
%4%
96%
AM
50.0
%50
.0%
32.0
%68
.0%
50%
50%
45%
55%
49.0
%51
.0%
61%
39%
MD
76.0
%24
.0%
41.0
%59
.0%
50%
50%
53%
47%
35.0
%65
.0%
95%
5%PM
53.0
%47
.0%
44.0
%56
.0%
50%
50%
45%
55%
50.0
%50
.0%
40%
60%
Sat M
D
(10)
(9)
(7)
(6)
(3)
(1)
Veh
icle
Occ
upan
cy:
1.30
1.6
2.00
2.30
1.15
1.42
Aut
o1.
301.
42.
002.
301.
401.
42Ta
xi
(4)
(4)
(4)
(4)
(4)
(4)
Tru
ck T
rip
Gen
erat
ion:
0.67
0.10
0.35
0.35
0.06
0.29
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per D
Upe
r 1,0
00 s
f
(4)
(4)
(4)
(4)
(4)
(4)
14.0
%12
.2%
7.7%
7.7%
12.2
%9.
6%A
M8.
6%8.
7%11
.0%
11.0
%8.
7%11
.0%
MD
1.0%
0.0%
1.0%
1.0%
1.0%
2.0%
PM-
--
--
-Sa
t MD
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
AM
/MD
/PM
No
tes
:
Wee
kday
trip
rate
bas
ed o
n P
ushk
arev
& Z
upan
, "U
rban
Spa
ce fo
r Ped
estr
ian,
" 19
75. S
atur
day
rate
is b
ased
on
Col
iseu
m F
EIS
, Jul
y 19
97. V
ehic
le o
ccup
ancy
bas
ed o
n D
ownt
own
Bro
okly
n D
evel
opm
ent F
EIS
, Apr
il 20
04.
(1)
Wee
kday
Trip
Rat
e an
d T
empo
ral D
istr
ibut
ion:
Pus
hkar
ev &
Zup
an, "
Urb
an S
pace
for P
edes
tria
n,"
1975
. S
atur
day
Rat
e an
d T
empo
ral D
istr
ibut
ion:
ITE
Lan
d U
se C
ode
(220
) apa
rtm
ent r
ate
varia
tion
betw
een
wee
kday
and
Sat
urda
y.
(2)
In a
nd O
ut s
plit:
Dow
ntow
n B
rook
lyn
Dev
elop
men
t FE
IS, A
pril
2004
(Wee
kday
AM
and
PM
in/o
ut s
plit
cons
iste
nt w
ith IT
E L
and
Use
220
- A
part
men
t).
Res
iden
tial m
odal
spl
it is
bas
ed o
n 20
00 c
ensu
s jo
urne
y-to
-wor
k da
ta. O
ffice
and
Indu
stria
l mod
al s
plit
is b
ased
on
2000
cen
sus
reve
rse
jour
ney-
to-w
ork.
Mid
day
offic
e/in
dust
rial m
ode
is b
ased
on
Dow
ntow
n B
rook
lyn
FE
IS (A
pril
2004
).(3
)
Fed
eral
Hig
hway
Adm
inis
trat
ion,
"C
urbs
ide
Pic
kup
and
Del
iver
y an
d A
rter
ial T
raffi
c Im
pact
s,"
1981
.(4
)
Des
tinat
ion
Ret
ail t
rip r
ate
is d
eriv
ed fr
om IT
E r
ates
. Mod
e sp
lit fr
om O
ne J
amai
ca C
ente
r E
AS
199
8. 3
5% li
nked
trip
s ar
e as
sum
ed in
dem
and
fore
cast
sum
mar
y ba
sed
on p
lann
ing
fact
ors
deriv
ed fr
om IT
E L
and
Use
Cod
e 82
0 eq
uatio
ns.
(5)
Bas
ed o
n tr
avel
sur
veys
, con
duct
ed b
y P
HA
in N
ovem
ber 1
994,
for t
he N
orth
ern
Bou
leva
rd S
tore
s F
EIS
, Sep
tem
ber 1
995.
(6)
2001
CE
QR
Tec
hnic
al M
anua
l. 70
% li
nked
trip
are
app
lied
in th
e de
man
d fo
reca
st s
umm
ary
base
d on
sur
vey
with
in B
ronx
ches
ter
Ret
ail T
echn
ical
Mem
oran
dum
, Feb
ruar
y 20
04.
(7)
See
sep
arat
e tr
ip g
ener
atio
n su
mm
ary
(Tab
le 1
6-10
a) fo
r di
ffere
nt ty
pes
of c
omm
unity
faci
litie
s.(8
)
Bas
ed o
n M
arrio
t Hot
el T
rans
port
atio
n S
urve
y, A
KR
F, A
ugus
t 199
9. U
se o
f JF
K A
irTra
in is
incl
uded
in s
ubw
ay m
ode.
(9)
ITE
Lan
d U
se c
ode
(110
) Lig
ht In
dust
rial.
(10)
Ju
ne 2
9, 2
007
Tab
le 1
6-10
a :
Tra
nspo
rtat
ion
Pla
nnin
g F
acto
rs fo
r C
omm
unit
y F
acili
ties
Com
mun
ity C
ente
rH
ouse
of W
orsh
ipM
edic
al O
ffic
eH
ospi
tal
Prof
essi
onal
sch
ool
Soci
al S
ervi
ce O
ffic
eL
and
Use
:
gsf
13,4
53gs
f98
,757
gsf
13,3
58gs
f57
,841
gsf
35,6
00gs
f26
,171
Size
/Uni
ts:
(6)
(9
)(7
)V
isito
rsSt
aff
(5)
(4)
(1)
4819
.18
33.6
1036
.99
26.6
018
Wee
kday
Tri
p G
ener
atio
n:19
(Sun
= 7
7.12
)21
.83
14.5
4.3
24.6
910
.87
0.9
Satu
rday
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
(9)
(7)
(6)
(5)
(4)
(1)
Tem
pora
l Dis
trib
utio
n:7.
1%7.
9%6.
0%24
.0%
6.8%
7.2%
11.8
%A
M10
.0%
4.0%
9.0%
17.0
%8.
4%10
.7%
14.5
%M
D7.
2%7.
2%5.
0%24
.0%
6.7%
12.6
%13
.7%
PM14
.2%
15.8
%9.
0%17
.0%
19.3
%12
.6%
15.0
%Sa
t MD
(10)
(8)
(6)
(5)
(4)
(2)
MD
AM
/PM
/Sat
Mod
al S
plits
:5.
0%29
.0%
25.0
%20
.0%
47.0
%10
.0%
2.0%
46.3
%A
uto
1.0%
0.8%
25.0
%10
.0%
24.0
%2.
0%1.
0%0.
9%Ta
xi3.
0%39
.2%
29.0
%30
.0%
5.0%
57.0
%7.
0%16
.5%
Subw
ay6.
0%19
.8%
11.0
%30
.0%
13.0
%21
.0%
7.0%
21.7
%B
us85
.0%
9.0%
10.0
%10
.0%
11.0
%10
.0%
83.0
%8.
2%W
alk
0.0%
2.2%
0.0%
0.0%
0.0%
0.0%
0.0%
6.4%
Rai
l10
0.0%
100.
0%10
0.0%
100.
0%10
0.0%
100.
0%10
0%10
0.0%
(9)
(7)
(6)
(5)
(4)
(1)
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
In/O
ut S
plits
:39
.0%
61.0
%46
%54
%6%
94%
33%
67%
6.0%
94.0
%4%
96%
AM
45.0
%55
.0%
50%
50%
50%
50%
50%
50%
54.0
%46
.0%
61%
39%
MD
71.0
%29
.0%
48%
52%
88%
12%
67%
33%
56.0
%44
.0%
95%
5%PM
51.0
%49
.0%
29%
71%
50%
50%
50%
50%
43.0
%57
.0%
40%
60%
Sat M
D
(2)
(2)
(6)
(5)
(4)
(1)
Veh
icle
Occ
upan
cy:
1.65
1.65
1.65
1.00
1.65
1.50
1.42
Aut
o1.
401.
401.
201.
401.
401.
501.
42Ta
xi
(3)
(3)
(3)
(3)
(3)
(3)
Tru
ck T
rip
Gen
erat
ion:
0.29
0.29
0.29
0.29
0.29
0.29
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
per 1
,000
sf
(3)
(3)
(3)
(3)
(3)
(3)
9.6%
9.6%
9.6%
9.6%
9.6%
9.6%
AM
11.0
%11
.0%
11.0
%11
.0%
11.0
%11
.0%
MD
1.0%
1.0%
1.0%
1.0%
1.0%
1.0%
PM-
--
--
-Sa
t MD
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
50.0
%50
.0%
AM
/MD
/PM
Not
es :
Pus
hkar
ev &
Zup
an, "
Urb
an S
pace
for P
edes
trian
," 19
75. S
atur
day
rate
is b
ased
on
Col
isue
m F
EIS
. Veh
icle
occ
upan
cy b
ased
on
DO
T E
CO
sur
vey
for D
ownt
own
Bro
okly
n.(1
)
Soc
ial S
ervi
ce o
ffice
mod
al s
plit
is b
ased
on
2000
cen
sus
reve
rse
jour
ney-
to-w
ork.
Mid
day
offic
e m
ode
is b
ased
on
Dow
ntow
n B
rook
lyn
FEIS
(Apr
il 20
04).
(2)
Fede
ral H
ighw
ay A
dmin
istra
tion,
"C
urbs
ide
Pic
kup
and
Del
iver
y an
d A
rteria
l Tra
ffic
Impa
cts,
" 19
81.
(3)
Trip
rate
(wee
kday
) and
tem
pora
l dis
tribu
tions
are
bas
ed o
n M
etro
Tech
FE
IS, 1
987
(Uni
vers
ity).
Sat
urda
y ra
te d
eriv
ed fr
om th
e ra
tio o
f wee
kday
to S
atur
day
rate
s of
ITE
Lan
d U
se C
ode
(540
) Jun
ior/C
omm
unity
Col
lege
.(4
)
PH
A tr
ansp
orta
tion
plan
ning
fact
ors
base
d on
are
a m
ode
split
s fo
r oth
er u
ses.
Trip
rate
s an
d te
mpo
ral d
istri
butio
n ba
sed
on th
e IT
E L
and
Use
cod
e (6
10) H
ospi
tal.
Mod
al s
plit
and
vehi
cle
occu
panc
y ba
sed
Chi
ldre
n's
Hos
pita
l at M
onte
fiore
EA
S.
(5)
Bas
ed o
n 50
6 E
ast 7
6th
Stre
et R
ezon
ing
DE
IS. S
atur
day
rate
bas
ed o
n IT
E L
and
Use
Cod
e (6
30) C
linic
trip
ratio
bet
wee
n w
eekd
ay a
nd S
atur
day.
(6)
Bas
ed o
n th
e IT
E L
and
Use
cod
e (5
60) C
hurc
h. S
unda
y ra
te is
not
use
d in
the
anal
ysis
(7)
Bas
ed o
n 20
00 C
ensu
s Jo
urne
y-to
-Wor
k da
ta.
(8)
Bas
ed o
n th
e IT
E L
and
Use
cod
e (4
95) R
ecre
atio
nal C
omm
unity
Cen
ter .
(9)
Bas
ed o
n "C
olis
eum
Red
evel
opm
ent F
SE
IS,"
July
199
7 (H
ealth
Clu
b) a
nd a
djus
ted
for l
ocal
con
ditio
ns.
(10)
Tab
le 1
6-11
: P
eak
Hou
r D
eman
d Fo
reca
st fo
r th
e Pr
opos
ed A
ctio
n w
ith L
inke
d T
rips
THIS
TA
BLE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
To
tal N
etIn
du
stri
alH
ote
lC
om
mu
nity
Fac
ility
Nei
gb
orh
oo
d R
etai
lD
esti
nat
ion
Ret
ail
Res
iden
tial
Off
ice
Land
Use
:D
eman
dM
isce
llane
ous
Pea
k H
our T
rips:
8,00
8-4
7886
524
62
6
958
2,
620
3,67
2A
M13
,588
-399
109
552
3,
836
3,
625
1,
353
4,51
2M
D13
,142
-514
101
566
1,
938
3,
709
3,
080
4,26
3P
M11
,564
-74
165
732
1,91
86,
345
2,
245
233
Sun
MD
Per
son
Trip
s:O
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In79
11,
836
-27
-195
1511
4611
36
675
117
608
152
681,
632
Aut
oA
M50
87-1
-46
413
359
94
617
41
32Ta
xi98
497
7-9
-70
107
3499
1919
8613
482
220
524
583
Sub
way
603
1,05
8-1
2-9
13
223
6719
1912
319
341
510
432
765
Bus
586
766
-5-3
517
1227
5926
026
086
134
189
4712
289
Wal
k53
215
-4-2
70
02
50
00
046
129
226
Rai
lway
/LIR
R3,
068
4,94
1-5
8-4
2151
3614
637
831
331
337
458
52,
096
524
147
3,52
6T
otal
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
685
758
-4-4
1022
6767
3838
326
399
192
200
5535
Aut
oM
D13
713
7-2
-24
929
2958
5816
205
628
18Ta
xi99
91,
025
-14
-14
714
6357
115
115
375
459
260
270
193
123
Sub
way
1,00
81,
062
-14
-14
24
4240
115
115
538
658
131
137
193
123
Bus
4,23
93,
506
-165
-165
1225
8173
1,59
21,
592
375
459
6062
2,28
41,
460
Wal
k15
160
00
01
10
00
015
150
0R
ailw
ay/L
IRR
7,08
36,
504
-199
-199
3574
283
267
1918
1918
1631
1994
663
690
2752
1760
Tot
al
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
2,54
41,
059
-181
-57
1218
112
5119
1939
334
931
358
11,
875
99A
uto
PM
129
85-4
-15
734
1429
2920
189
1636
2Ta
xi1,
640
1,33
3-6
5-2
08
1194
6258
5845
240
142
378
567
035
Sub
way
1,78
21,
086
-85
-27
23
6634
5858
649
575
213
396
879
46B
us1,
728
1,44
2-3
2-1
014
2061
2980
480
445
240
197
180
332
17W
alk
263
52-2
5-8
00
52
00
00
2444
259
14R
ailw
ay/L
IRR
8,08
75,
056
-392
-123
4159
373
192
969
969
1,96
61,
744
1,07
82,
002
4,05
121
3T
otal
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
1,06
31,
262
-18
-16
2228
100
142
1919
571
698
325
325
4365
Aut
oS
at M
D11
312
4-0
-09
1137
3929
2929
359
91
1Ta
xi1,
239
1,45
7-6
-614
1762
122
5858
657
803
440
440
1523
Sub
way
1,28
31,
534
-8-8
45
4575
5858
942
1,15
222
222
220
30B
us1,
625
1,79
5-3
-324
3143
5679
679
665
780
310
110
18
11W
alk
3037
-2-2
00
25
00
00
2525
69
Rai
lway
/LIR
R5,
354
6,20
9-3
9-3
572
9229
044
095
995
92,
855
3,49
01,
122
1,12
293
140
Tot
al
Veh
icle
Trip
s :
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
629
1,26
6-2
1-1
509
729
743
332
5152
813
248
1,14
9A
uto
(Tot
al)
AM
3158
0-3
43
825
55
23
123
122
Taxi
6060
Tax
i (ba
lanc
ed)
3939
-18
-18
00
33
44
1111
1414
2424
Tru
ck72
91,
366
-38
-171
1310
4010
312
1246
6555
414
973
1,19
5T
otal
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
412
444
-3-3
614
4242
1919
142
174
167
174
3925
Aut
o (T
otal
)M
D81
80-2
-23
621
2129
297
94
419
12Ta
xi12
112
1T
axi (
bala
nced
)53
53-1
1-1
10
04
46
616
1610
1027
27T
ruck
587
618
-15
-15
920
6767
5454
165
199
181
188
8665
Tot
al
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
1,71
573
5-1
39-4
48
1173
3210
1017
115
227
250
51,
320
69A
uto
(Tot
al)
PM
7949
-3-1
45
2310
1515
98
611
261
Taxi
104
104
Tax
i (ba
lanc
ed)
77
-1-1
00
00
11
11
11
55
Tru
ck1,
826
846
-143
-46
1116
9743
2525
181
161
279
517
1,35
176
Tot
al
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
632
734
-14
-12
1417
6187
1010
248
303
283
283
3046
Aut
o (T
otal
)S
at M
D66
72-0
-06
827
2714
1412
156
61
1Ta
xi10
310
3T
axi (
bala
nced
)0
00
00
00
00
00
00
00
0T
ruck
735
836
-14
-13
2025
8811
424
2426
131
928
928
931
47T
otal
Tot
alO
utIn
Tot
al V
ehic
le2,
095
729
1,36
6A
M1,
205
587
618
MD
2,67
21,
826
846
PM
1,57
173
583
6S
at M
D
June
29,
200
7
Dem
and
To
tal N
et
Tab
le 1
6-11
a :
Com
mun
ity
Fac
iliti
es D
eman
d F
orec
ast S
umm
ary
Co
mm
un
ity
Cen
ter
Ho
use
of W
ors
hip
Med
ical
Off
ice
Ho
spit
alP
rofe
ssio
nal
sch
oo
lS
oci
al S
ervi
ce O
ffic
eLa
nd U
se:
gsf
13,4
53gs
f98
,757
gsf
13,3
58gs
f57
,841
gsf
35,6
00gs
f26
,171
Siz
e/U
nits
:
Vis
itor
Sta
ffP
eak
Hou
r Trip
s:52
446
150
27
32
146
68
56A
M55
265
76
4023
17
9
101
68M
D56
646
137
22
32
144
11
965
PM
732
3634
117
1027
5
494
Sun
MD
Per
son
Trip
s:O
utIn
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
4611
31
120
231
1223
460
61
25A
uto
AM
1335
00
11
19
1223
01
00
Taxi
3499
11
2732
116
25
237
09
Sub
way
2367
12
1416
112
613
113
012
Bus
2759
1524
67
06
511
06
04
Wal
k2
50
02
20
00
00
00
3R
ailw
ay/L
IRR
146
378
1828
6980
455
4998
464
253
Tot
al
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In67
671
211
117
742
425
51
1A
uto
MD
2929
00
00
66
2121
11
00
Taxi
6357
11
1515
99
44
3127
32
Sub
way
4240
22
88
66
1212
1110
32
Bus
8173
2530
33
33
1010
55
3522
Wal
k1
10
01
10
00
00
00
0R
ailw
ay/L
IRR
283
267
2935
3839
3131
8989
5547
4227
Tot
al
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In11
251
21
1921
111
4522
75
281
Aut
oP
M34
140
01
18
123
111
11
0Ta
xi94
621
026
2814
25
238
3010
1S
ubw
ay66
342
113
1411
113
614
1113
1B
us61
2928
116
65
111
57
55
0W
alk
52
00
12
00
00
00
40
Rai
lway
/LIR
R37
319
233
1366
7249
697
4667
5261
3T
otal
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In10
014
21
129
703
365
652
31
1A
uto
Sat
MD
3739
00
12
33
3333
01
00
Taxi
6212
21
139
954
47
712
160
0S
ubw
ay45
751
120
482
218
184
60
0B
us43
5616
159
221
115
152
30
0W
alk
25
00
25
00
00
00
00
Rai
lway
/LIR
R29
044
018
1899
242
1313
138
138
2128
12
Tot
al
Veh
icle
Trip
s :
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In29
741
112
141
1014
280
41
17A
uto
(Tot
al)
AM
825
00
00
07
817
01
00
Taxi
33
00
11
00
11
00
00
Tru
ck40
103
11
1315
117
2346
16
118
Tot
al
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In42
421
17
75
525
254
31
0A
uto
(Tot
al)
MD
2121
00
00
55
1515
11
00
Taxi
44
00
22
00
11
11
00
Tru
ck67
671
18
810
1041
425
41
1T
otal
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In73
321
012
139
127
144
320
1A
uto
(Tot
al)
PM
2310
00
01
51
178
11
00
Taxi
00
00
00
00
00
00
00
Tru
ck97
431
012
1314
244
215
420
1T
otal
Out
InO
utIn
Out
InO
utIn
Out
InO
utIn
Out
In61
871
117
432
239
391
20
1A
uto
(Tot
al)
Sat
MD
2727
00
11
22
2424
00
00
Taxi
00
00
00
00
00
00
00
Tru
ck88
114
11
1844
44
6363
22
01
Tot
al
Tot
alO
utIn
Tot
al V
ehic
le14
340
103
AM
134
6767
MD
140
9743
PM
202
8811
4S
at M
D
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot19
13
0
7380
80
8016
192
272
771
442
121
464
36
121
458
120 6
443
121
916
7
58-6
384
0
14
17 112
1
282
382
121
121515
5 -15
373 -3
0-1 0
149
309
00
273
44211
14 1
262
52
10125
-40
-24
17
-2
2 -6
-1-18
-51 132
372
616
962
449
9 21
091
272
0-3
190
86 108
6
826
1
2-2
-510
8 182
-3 39 -12
1
3-3
43
173 8
17
45017
4 216
8
81
45 2168 0
-3
-3 45
-8 168
45
130
3014
59
130 2
0
27
43 18
130 2
2
23
15 41
24523
391
33
-3-420 27
0 7
5130
42
-4
2 42
2 -20
1
26
-209
18
20 -86
2-1
96
-3
520
2
-19
2-2
1
20-1
-1239
1
2420 50
-1
11256
-81
9839
26910
23 215
79
980
91
5
520
8-1
-6 36-7
-3
16218
1049
-2
3
-3
5
166
-9
1015
0 41350
69
34264915
7
117812
690
3270
-1 38
134
19
2129
3 656211
34
7264
5
527
-1 265
42
150TH ST
52125
315
0
46
16
5
626
155
10
16-3
2869
2
30-23
-1
90
86 0
41
0
455 25
PARSONS
121
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
-14
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
98-1
50
164
79
-1
790
148
1-1
100
49
2
51
90TH
AV
89TH
AV
MID
LAN
D 64
15
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE2
265
0
0
0
00
0
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
et P
roje
ct In
crem
ent T
raffi
c V
olum
es -
AM
Pea
k H
our
Fig
ure
16-1
3
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot84 2
110 51
2
215
8668
104 2
511155
154
11
155
153
151 4
159
147
210
7
194
136
7
12 137
33
7
142
152
2115
2
140 2
140
138
69
521
3
192
41
111
31
13
-11
2
11 -15
482
24
173
1252
34 12
222
67
13
47
23 18
1
219
-1
0
111
1 42
11 33 14
33
40 2
34
0
143
-1
34143 1
6
6 34
-4 4334
32
75
39
32
1
142
31 10
30 6
43
149 28
4714
552
31
313
-114
3352
14
3
14
2 18
-1
15
182-1
12 63
2 317
-3
512 1
17
116
12
652
339
43 48-1
358
169
929
6910
1776
7 7
1210
163
2
7586
9 623
7
1110
11
1113
2
4
-1
5
52
1 1360
3 103784
14121871
28347
871
1010
3 49
158
29
1326
141322
1
38
961
-1
-143
61
27
150TH ST
23
220
2
18
15
4
1419
36
20
1547
1913
2
3921
12
27
1
29
34
151 21
PARSONS
2
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
17
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
-2 35
36
64
55
-1
-2
60
-1
33
33
1
0
52
90TH
AV
89TH
AV
MID
LAN
D 2023
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
0
0
00 0
0
00
1
0
00
30
030
0
0
0
0
0
0
0
61
0
0
0
0
040
0
0
00
0
0
0
0
00
0
0
0
0
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
et P
roje
ct In
crem
ent T
raffi
c V
olum
es -
Mid
day
Pea
k H
our
Fig
ure
16-1
4
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot93 8
-1
242 142
1
4810
9860
230 7
3051535
158
22
535
156
528 7
155
513
414
19
227
129 1
4
67 448
36
13
157
481
-13-19444
15
156 13
1
353
170 1
64
3091-8
-4 -2
137
121
19-7 -4
82
-13
14 3
-9
1415
94 -16-1
646
34
1514
119310
1064232
59
-327
184
38 9
2
311
319
1 45
21 165 20
1
-32
161
44
42
154 1144 11
54
-3
150 153
101
10 15010 54
150
46
18-1
149
46
31
42
139 13
44 -9
48
1920 34
4614
40910
43
627-1
-33
3 4
317
3
9
4 3
8 22
3
622
3 102
2 4191
12
73 4
19
-221
2-1
842 1
3139
9 315 63
-2
759
321
812
2896
2282
13 9
428
154
3
157117
3 244
124
-46
6
1017
2
4
7
38
1 5920
0
14 1244195
13581586
494455
2091
-221
11 62
8122
102
793
331527
2
40
1271
6
6314
-172
22
150TH ST
24-14
467
1
20
59
3
730
39
3
8811
1
3118
3
102
15
9
24
113 2
43
155 17
PARSONS
-61
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
22
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
64
133
90
195
1
1
85
64
133
-2
118
0
2
90TH
AV
89TH
AV
MID
LAN
D 1576
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
2
11
22
0
00
0
0
0
0
72
0
0
2
1
0
0
0
0
0
01
00
0
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
et P
roje
ct In
crem
ent T
raffi
c V
olum
es -
PM
Pea
k H
our
Fig
ure
16-1
5
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
127
4
1
145 61
21
427
13068
139 3
511190
198
12
190
196
184 5
204
179
413
15
225
178
12
15 166 2
38
13
194
47
189
6
179 5
1
174
176
70
521
1
254
71
201
61
-12
15 2
2 1
57
52 -210
483
35
335
1352
745
338
68
123
571
38 22
3
325
1
61
120
4 59
17 43 1751
43
63
21
39663 5
64
51
392641
-1 6539
48
165
45
48
31
Park
ing L
ot
223
33 14
45 14
60
1714 25
5713
502
35
524
10
12
3
346
15
5
3 15
1 27
-2
12
2856
11 31
3 2283
4
511 2
28
028
110
1275
0
1
3453 53
0
767
3014
841
28810
20 103
8 6
618
146
2
127110
1268
88
714
16
623
4
8
-1
5
65
-1 2266
10 1533120
19232910
6
222914
1291
1422
5 46
540
21
728
201931
4
31
1085
3
358
850
22
150TH ST
2301
4
1027
0
0
28
23
4
836
40
32
2147
3019
2
2729
14
25
1
48
42
195 27
PARSONS
1
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
22
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
50
40
81
70
0
1
74
1
49
40
1
2
63
90TH
AV
89TH
AV
MID
LAN
D 2314
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
182
66 39
85
1
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 N
et P
roje
ct In
crem
ent T
raffi
c V
olum
es -
Sat
urda
y M
idda
y P
eak
Hou
rF
igur
e 16
-16
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot13
8636
420
1289 9286
15973
200
5722680
1699
543
1136 22
5
17320021
12881162154
2188
117104
1309
2166
9512
48 82117
91204
2091
1354
154223
100
180254
1824 115
188
178
1125 20
5
88339113
2018
1340
178
108
1405120
1928 89
72
113 77
1284
1821
7054
659
39033
64
8769 171
270 128
238172
377120
3843019
0 7640
625118
246
121 60
162
191 33
156166
137
89 87432
539
174
80202
508
170
51741
116
433
117
133141 53
9
19
46712
9413
7
476 46
644 213
124115183
1912
7 41
54555
67
2528715
128 795 77
115 519 106
82110371
39844
12 657
22 922
7020378
608 4710
07 119 62
7939
18720
558 6991
8 33
29021
290 555185 951
558
1037
99108
556 11093
2 24
4211105
90
15223
44
66
43
7846
1 137
878 89
506
103
92 177
2176648
50567
212
78 231 156
187108
82281
35 296
9 260 114
2338634
760
127
621
120 621 39
77 663 170
72124139
684
73510096
54 539 49
59245135
217110
187
635
13
80438
22285
00
68 608
14
7410
18
353724
2166
133
278
436
610 112
58608
80
3262
238 723
120
95929
30
18 74 35856
175604
2295
489
153 11
72
544
106
304
9518
57
81
1810
6685
84 906 32
43324
65
241136
106
369138
32
3763
24226
1435
35
86 188
776
939 81
654267
581
368
578
835
703
323930111
1144
376
475
114
118
429
346847
194
347
321
317 33
2
799148
230
1149361
435
194
527
742 12
3
481
152
570607
01779
240
150TH ST
46573
28
2114
17338
170
96
60
3427
2
55025
9
10370
12
6
1118
6
4 18
86
108741
1271
151
272
1001
977463
58
957
156
177
893
6566
15
1290
82
13
65921
21
3922
71
2070 165
100
PARSONS
277
64
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
266289
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
1087
29185
8751
9 3
413023
1656
212
2412
12
9615992
1418 10
0
1646
317
58
7181
1198
21
556 39
416
5519
122
122269
90TH
AV
89TH
AV
MID
LAN
D 775
461
323
0
56214
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
607
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 W
ith-A
ctio
n T
raffi
c V
olum
es -
AM
Pea
k H
our
Fig
ure
16-1
7
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot11
9032
301
1031 98
118
14371
279
4416277
1277243
1169 20
3
17821623
1324871427
1393
141140
1337
1374
99 1291 8561
71144
1296
1338
116182
113
113217
1115 101
155
158
1162 13
4
67178121
1271
1397
222
100
1476139
1225 69
3447 41
1257
1144
8965
345
38031
72
7683 151
232 113
182122
243125
3043812
6 103
33
439113
167
105 95
217
159 48
144111
152
100
55191
554
113
110156
583
164
40925
102
447
101
213436 36
0
11
47296
3411
9
553 49
422 78
102100165
2755 20
43322
71
2027019
99 460 66
143 482 91
69100291
49688
32 599
566
13
8413358
529 6165
2 106 56
2600
15933
478 8453
1 19
15469
142 490102 550
490
519
133138
548 80
474 26
561145 95
10231
11
2210
66
6848
0 125
432 95
361
7883 184
5632134
40156
187
52 147 96
11151
63
178
29 240
13 236 59
4221139
461
125
413
106 398 29
45 534 89
2412363
484
55811849
55 393 76
6415777
256614
178
48711
16288
8312
2811
49 443 32
6114
41
282267
2353
023
216
383
455 103
50462
70
2471
154 572
64
153342
20
31 52 19441
84365
4286
680
100 61
7
301
66
301
2838
57
58
45779
56
56 676 36
16228
60
15981
83
22070
24
4328
38236
810
66
57 139
679
705 49399
212
547
367
491
804
534
23783053
1009
244
613
93
160
360
268970
169
378
404
390 24
5
64186
130
876394
216
144
336
617 14
267
132
482351
01519
213
150TH ST
26151
28
2910
14316
109
88
42
6414
2
30619
6
14360
24
11
1521
612 14
108
137520
591
124
143
688
496183
68
660
164
103
516
3527
39
3659
77
614
25
2
63921
25
1297 121
73
PARSONS
220
57
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
193255
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
585
309
28 626
29
205015
974
63
2710
53
718554
1144 63
199
1261
20
1544
655
17
573 18
240
3011
9614260
90TH
AV
89TH
AV
MID
LAN
D 410
443
420
9
2254
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
351
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 W
ith-A
ctio
n T
raffi
c V
olum
es -
Mid
day
Pea
k H
our
Fig
ure1
6-18
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
Park
ing L
ot11
06 28
210
1252 97
114
321167
343
32116141
1276
284
1563 18
9
42613114
1924971471
1174
145160
1986
1423
146
1871 11
267
64115
1398
1922
193191
140
135237
1185 125
180
245
1717 15
3
77261179
1374
2034
293
120
2162153
1320 10
5
87101 50
2026
1390
12345
474
58333
54
107
43 195
256 83
213150
300106
3864614
5 9932
59094
209
97
66327
191 69
242117
192
129
70271
618
122
158275
560
158
61830
225
523
166
115636 36
5
15
43400
7014
6
701 51
471 127
96
85217
5010
7 18
57447
65
282817
87 497 73
133 649 14
1
104114406
79988
45 796
12 563
8414994
768 8968
4 142 80
9568
25639
656 15353
3 33
21735
207 666171 566
666
581
156139
663
142
524 39
138257
181
18622
0
6011
69
9665
2 149
467 122
626
90
106
211
2451671
68250
211
85 169 96
17572
95263
27 250
14 281
149
2033441
658
185
526
142 575 29
78 609 226
5212083
697
66116150
66 558
110 99
174130
64114
8
239
571
12
0384
3461
7019
85 619 43
5029
35
956086
4361
873
230
518
675 174
75746
72
6042
4 523 517
117
112591
13
35 55 30627
96650
4014
2368
133 69
4
392
71
567
3231
107
76
65973
76
73 1019 43
23947
65
306123
78
24697
42
4567
71358
1133
102
70 260
1064
962 78831
217
514
386
628
908
504
288873105
1175
302
568
85
172
431
3261033
312
334
546
475 23
8
961135
128
1497356
207
236
473
767 66
502
402
530444
01627
207
150TH ST
33164
44
4220
28539
225
97
33
3425
6
42220
15
19570
17
4
1712
138 11
119
94830
935
227
424
1112
652270
78
1033
172
127
784
6573
17
102711
34
4053
46
861
39
9
1353 163
92
PARSONS
234
49
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
233387
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
600
5417
43 723
38
39215
1178
70
3817
34
7513695
1456 18
0
316
1072
7874
797
78
802 13
1221
55
2048
109196
148
90TH
AV
89TH
AV
MID
LAN
D 491
775
057
6
30012
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
444
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 W
ith-A
ctio
n T
raffi
c V
olum
es -
PM
Pea
k H
our
Fig
ure1
6-19
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
JAM
AIC
A
168TH PL
DO
UG
LAS
AV
104T
H A
V
LIBE
RTY
AV
168TH ST169TH ST
105T
H A
V
106T
H A
V
MERRICK BL
165TH ST
SOUT
H RD
GUY R BREWER BL
104T
H RD
164TH ST
164TH PL
166TH ST
108T
H RD
108T
H DR
109T
H A
V
109T
H R
D
169TH PL
167TH ST
109T
H R
D
109T
H D
R
160TH ST
U. H. ST
JAM
AIC
A AV
158T
H ST
160TH ST
UNION HALL ST
BEAV
ER R
D
TUCKERTON ST157T
H ST
159TH ST
GU
INZB
UR
G R
D10
7TH
AV
156TH ST
155TH ST
107T
H AV157TH ST
154TH ST
108T
H AV
150TH ST
153RD ST
LIBERTY
AV
WAL
THAM
ST
SUTP
HIN
BL
106T
H AV
105T
H AV
88TH
AV
HIL
LSID
E AV
168TH ST
89TH
AV
90TH
AV
165TH ST
164TH ST
88TH
AV
MERRICK BL
163RD ST
162ND ST
91ST
AV
161ST ST
88TH
AV 90
TH A
V
90TH
RD
155TH ST
153RD ST
148TH ST
SUTPHIN BL
88TH
AV
146TH ST
145TH ST
88TH
RD
138TH ST
90TH
AV
LOW
E C
T
149TH ST
89TH
AV
JAM
AIC
A A
V
138TH ST
150TH ST
148TH ST
146TH ST
147TH PL
ARC
HER
AV
91ST
AV
90TH
AV
144TH PL
143RD ST
94TH
AV
ARC
HER
AV
139TH ST
138TH PL
97TH
AV149TH ST
148TH ST
147TH PL95
TH A
V
SUTPHIN BL
LIVERPOOL STWALTHAM ST
138TH PL
ALLENDALE ST
BRISBIN ST
REMINGTON ST
CRESSKILL PL
101S
T AV
161ST ST
160TH ST
152ND ST
HIL
LSID
E A
V
159TH ST
84TH
DR
151ST ST
139TH ST
150TH ST
GLENN AV
NORMAL RD
84TH DR
PERSH
ING CR
85TH
DR
85TH
AV
86TH
CR
HIG
HLA
ND
AV
167TH ST
PAVO
RD
BURDEN CR
86TH
RD164TH ST
86TH
AV
166TH ST
84TH DR
165TH ST
85TH
RD
149TH ST
MAIN ST 84TH
DR
85TH
RD
87TH
RD
86TH
AV
144TH ST
85TH
DR
87TH
AV
86TH
AV
138TH ST
87TH
RD
86TH
RD
86TH
AV
150TH ST
87TH
AV
143RD ST
148TH ST
QUEENS BL139TH ST
87T
H R
D
87TH
AV
87TH
DR
HIL
LSID
E AV
134TH ST
91ST
AV
89TH
AV 135TH ST
92N
D A
V132ND ST
91ST
AV
ATLA
NTI
C A
V
95TH
AV
97TH
AV
VAN WYCK EXPWY (I-678)
133RD ST
134TH ST
132ND ST
131ST ST
130TH ST
136TH ST
KEW
GAR
DEN
S R
DM
ETR
O. A
V
JAM
AIC
A A
V
1087 26
230
1180 9074
105104
267
3410675
1161236
1226 14
6
15412418
1351771320
1566
6299
1377
1309
7113
04 5855
72118
1309
1345
176113
91
93270
1156 88
189
165
1262 94
5915296
1287
1448
242145
1551131
1248 97
4929 36
1647
1400
8655
349
27522
33
5215 128
163 97
20182
10635
2771119
0 111
13
34976
208
91
106296
177 50
135122
168
82 59265
381
107
12886
406
105
26555
83
444 6315
3638 464
4
27250
4482
495 47
389 120
104
57188
6072 23
43035
57
2621512
70 439 150
83 505 103
88141261
6110129
31 676
9 622
10810238
610 7664
3 103 63
5584
16123
538 9756
9 26
18915
135 592186 595
592
642
139152
635
110
618 18
52024
106
Park
ing L
ot
6953
22
557
71
6858
9 98
568 112
583
7379 16
1
3125753
28154
185
42 95 86
10035
65
176
22 279
4 250 67
3829424
550
191
402
85 505 18
31 636 91
2213045
539
65911069
57 419
91
97128107
337713
158
592
19
14321
8318
3311
46 427 38
3660
102
315080
5562
740
232
528
424 191
75632
87
1368
170 452
58
91325
9
20 39 18148
105431
6485
888
112 62
5
295
99
311
5239
87
75
51828
52
49 810 29
15718
70
265115
110
25797
50
5540
60229
698
62
38 175
811
761 72438
231
544
345
481
773
494
34567854
998
307
373
258
356
446
87578
107
121
359
565 95538
131
237
762395
233
143
376
693 20
7
263
130
526400
0856256
150TH ST
36215
22
1712
18410
157
33
31
4413
5
3777
18
15431
18
15
49
112 4
84
109742
781
205
295
1058
779171
107
956
212
122
694
6020
42
77318
46
4929
33
681
36
4
1233 151
52
PARSONS
225
53
133RD ST
LIR
R
LIR
R
PARS
ONS
BL
LIR
RY
OR
KC
OLL
EG
E
YO
RK
CO
LLE
GE
159355
168TH PL
181ST ST
180TH ST
179TH PL
179TH ST
178TH ST
88TH
AV
797
2168
80 474 9
38127
1223
70
2012
50
1595747
956 83
102 983
53
3540
832
13
574 7
420
1127
10559
73
90TH
AV
89TH
AV
MID
LAN
D 505
451
827
9
3056
LIB
ER
TY A
V
DUNKIRK ST
183RD ST
109T
H AV
108T
H D
R
93R
D A
V
90TH
AV
AV
E
PK
WY
JAM
AIC
A AV 168TH ST
MERRICK BL
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
YO
RK
CO
LLE
GE
400
- A
naly
zed
Inte
rsec
tion
Lege
nd:
Jam
aica
Pla
n E
IS20
15 W
ith-A
ctio
n T
raffi
c V
olum
es -
Sat
urda
y M
idda
y P
eak
Hou
rF
igur
e 16
-20
6/29
/07
TH
IS F
IGU
RE
HA
S B
EE
N R
EV
ISE
D F
OR
TH
E F
EIS
Chapter 16: Traffic and Parking
16-19
Signalized Intersections As shown in Table 16-12, the AM peak hour would have the highest number of impacted signalized intersections with 30, followed by the PM, Saturday midday and weekday midday, with 26, 19 and 17, respectively. The following provides a discussion of the impacted intersections by corridor. Measures to mitigate traffic impacts are presented in Chapter 22, “Mitigation.”
Hillside Avenue Corridor
At the intersection of Hillside Avenue and the Van Wyck Expressway Southbound Service Road, the intersection would have impacted movements during all analyzed peak hours. In the AM peak hour, the eastbound approach would be impacted by project traffic remaining at LOS E (72.3 seconds of delay under With-Action conditions versus 60 seconds of delay under No-Action conditions), and westbound left turn movement would be impacted by project traffic remaining at LOS F (314.2 seconds of delay under With-Action conditions versus 253.2 seconds of delay under No-Action conditions). In the midday peak hour, the southbound approach would be impacted, operating at LOS E (78.3 seconds of delay), compared with a No-Action LOS D (49.7 seconds of delay). In the PM peak hour, the eastbound approach would be impacted by project traffic, operating at LOS E (58.6 seconds of delay) compared with LOS D (53.6 seconds of delay) under No-Action conditions. The westbound left turn movement would be impacted by project traffic with the LOS remaining F and delay increasing to 294.9 seconds from 268.1 seconds under No-Action conditions. In the Saturday midday peak hour, the westbound left turn movement would be impacted operating at LOS E (56.8 seconds of delay), compared with LOS D under No-Action conditions (46.2 seconds of delay), and the southbound approach would worsen to LOS F (102.1 seconds of delay) from LOS E (55.2 seconds of delay).
The intersection of Hillside Avenue and the Van Wyck Expressway Northbound Service Road would have impacted movements during all analyzed peak hours. The Eastbound left turn movement would be significantly impacted during the AM peak hour with the LOS remaining F, but the delay increasing to 106.0 seconds from 89.4 seconds. The westbound right turn movement in the AM peak hour would fall to LOS F (117.6 seconds of delay) from a No-Action LOS D (44.7 seconds of delay). The northbound approach would also be impacted in the AM peak hour with the No-Action LOS E (75.6 seconds of delay) worsening to LOS F (104.1 seconds of delay). In the midday peak hour, the westbound right turn approach would be impacted with the delay increasing from 32.2 seconds (LOS C) to 45.5 seconds (LOS D). In the PM peak hour, the northbound approach would be impacted with the delay increasing from 48.6 seconds (LOS D) to 66.4 seconds (LOS E). In the Saturday midday peak hour, the northbound approach would also be impacted with the delay increasing from 40.6 seconds (LOS D) under No-Action conditions to 46.9 seconds (LOS D) under With-Action conditions.
The intersection of Hillside Avenue and Queens Boulevard would have impacted movements during all four analyzed peak hours. In the AM peak hour, the eastbound left-turn movement, westbound left turn movement, and northbound through-right turn approach would be impacted. The delay on the eastbound left-turn would increase from 89.5 seconds to 343.7 seconds (remains LOS F). The delay on the westbound left turn movement would increase from 36.6 seconds (LOS D) to 65.7 seconds (LOS E). The delay at the northbound through-right turn approach would increase from 70.8 seconds to 75.2 seconds (remains LOS E). In the midday peak hour, the eastbound left-turn movement, the eastbound through-right turn approach, and westbound through lanes would be impacted. The delay on the eastbound left turn movement would increase from 139.7 seconds to 142.3 seconds (remains LOS F), the delay on the
Jamaica Plan EIS
16-20
eastbound through-right approach would increase from 47.5 seconds (LOS D) to 67.1 seconds (LOS E), the delay on the westbound left turn movement would increase from 53.9 seconds (LOS D) to 71.5 seconds (LOS E). In the PM and Saturday midday peak hours, significant impacts are expected on the eastbound approaches and the westbound left turn and through movements. In the PM peak hour, the eastbound left turn movement would remain at LOS F with the delay increasing from 533.9 seconds under No-Action conditions to 548.3 seconds under With-Action conditions. The eastbound through-right turn LOS would worsen from E (58.4 seconds of delay) to F (138.7 seconds of delay). The westbound left movement delay would increase from 42.3 seconds (LOS D) under No-Action conditions to 55.7 seconds (LOS E) under With-Action conditions. The westbound through movement would remain at LOS D with the delay increasing from 42.4 seconds under No-Action conditions to 50.6 seconds under With-Action conditions. In the Saturday midday peak hour the eastbound left turn movement would remain at LOS F, with the delay increasing from 245.5 seconds (No-Action) to 278.9 seconds (With-Action). The eastbound through-right turn lane group would operate at LOS F (125.2 seconds of delay), compared to LOS E (73.2 seconds of delay) under No-Action conditions. The westbound left turn delay would increase from 46.3 seconds (LOS D) to 53.9 (LOS D) seconds as a result of the increase in project traffic. The westbound through movement would operate at LOS E (56.8 seconds), compared with LOS D (42.5 seconds) under No-Action conditions.
The westbound left turn movement and the northbound right turn movement would be impacted in all analyzed peak hours at the intersection of Hillside Avenue and Sutphin Boulevard. The westbound left turn movement No-Action delay would increase from 55.0 seconds (LOS E) to 410.6 seconds (LOS F), from 29.3 seconds (LOS C) to 53.8 seconds (LOS D), from 61.4 seconds (LOS E) to 176.9 seconds (LOS F), and from 31.6 seconds (LOS C) to 61.8 seconds (LOS E) in the AM, midday, PM and Saturday midday peak hours, respectively. The northbound right turn movement No-Action delay would increase from 53.1 seconds (LOS D) to 66.5 seconds (LOS E), from 51.9 seconds (LOS D) to 66.1 seconds (LOS E), from 51.7 seconds (LOS D) to 469.9 seconds (LOS F), and from 48.2 seconds (LOS D) to 58.9 seconds (LOS E), in the AM, midday, PM and Saturday midday peak hours, respectively.
The intersection at Hillside Avenue and 148th Street would have impacted movements during the AM and midday peak hours. The westbound through movement would be impacted during the AM peak hour with the No-Action delay of 23.3 seconds (LOS C) increasing to 98.0 seconds (LOS F). The northbound approach would be impacted in the AM and midday peak hours with the No-Action delay of 65.9 seconds increasing to 70.0 seconds (remains LOS E) in the AM peak hour and a No-Action delay of 110.2 seconds (LOS F) increasing to 113.2 seconds (LOS F) in the midday peak hour.
The Hillside Avenue/150th Street intersection would have impacted movements during the all analyzed peak hours. In the AM peak hour the westbound left turn No-Action LOS D (49.5 seconds of delay) would fall to LOS F (157.5 seconds of delay) under With-Action conditions. The westbound through and right turn lane group would decline from LOS D (45.4 seconds of delay) without the proposed actions to LOS F (151.1 seconds of delay) with the proposed actions. In the midday peak hour, the eastbound left turn delay would increase from 29.1 seconds (LOS C) without the proposed actions to 57.9 seconds (LOS E) with the proposed actions. The westbound left turn movement would worsen from LOS C (23.7 seconds of delay) without the proposed actions to LOS E (65.8 seconds of delay) with the proposed actions. In the PM peak hour, the eastbound left turn delay of 93.3 seconds (LOS F) under No-Action conditions would increase to 214.5 (LOS F) seconds under With-Action conditions. The delay
Tabl
e 16
-12:
201
5 W
ith-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
nsTH
IS T
AB
LE H
AS
BEE
N R
EVIS
ED F
OR
TH
E FE
IS20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
nW
eekd
ay A
M P
eak
Hou
rW
eekd
ay A
M P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSi
gnal
ized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
1) H
illsi
de A
venu
e (E
-W) @
EB
-TR
0.98
60.0
E1.
0372
.3E
*0.
5920
.6C
0.60
20.8
C0.
9553
.6D
0.98
58.6
E*
0.66
22.2
C0.
6822
.8C
Van
Wyc
k E
xpw
y S
outh
boun
dW
B-L
1.41
253.
2F
1.55
314.
2F
*0.
8037
.8D
0.84
42.0
D1.
4426
8.1
F1.
5129
4.9
F*
0.85
46.2
D0.
9256
.8E
*S
ervi
ce R
oad
(SB
)W
B-T
0.38
19.3
B0.
4019
.5B
0.25
8.4
A0.
268.
4A
0.36
18.9
B0.
4019
.5B
0.24
8.3
A0.
258.
4A
SB
-LTR
0.86
37.8
D0.
9343
.3D
0.96
49.7
D1.
0778
.3E
*0.
7833
.7C
0.92
42.8
D0.
9855
.2E
1.13
102.
1F
*
2) H
illsi
de A
venu
e (E
-W) @
EB
-L1.
0389
.4F
1.08
106.
0F
*0.
5626
.1C
0.57
27.0
C0.
8252
.8D
0.84
55.0
D0.
7233
.2C
0.74
35.3
DV
an W
yck
Exp
wy
Nor
thbo
und
EB
-T0.
5714
.3B
0.61
15.0
B0.
4710
.3B
0.51
10.8
B0.
4812
.8B
0.58
14.4
B0.
4610
.2B
0.52
10.9
BS
ervi
ce R
oad
(NB
)W
B-T
0.55
22.0
C0.
5822
.7C
0.57
20.3
C0.
5920
.5C
0.57
22.4
C0.
5822
.6C
0.56
20.1
C0.
5820
.5C
WB
-R0.
9044
.7D
1.16
117.
6F
*0.
8032
.2C
0.93
45.5
D*
0.63
26.1
C0.
7631
.6C
0.70
26.4
C0.
8939
.8D
NB
-LT R
1.03
75.6
E1.
1110
4.1
F*
0.87
39.2
D0.
9344
.9D
0.88
48.6
D1.
0066
.4E
*0.
8940
.6D
0.94
46.9
D*
3) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
9089
.5F
1.56
343.
7F
*1.
0713
9.7
F1.
0814
2.3
F*
1.98
533.
9F
2.02
548.
3F
*1.
2924
5.5
F1.
3727
8.9
F*
Que
ens
Bou
leva
rd (N
-S)
EB
-TR
0.86
29.8
C0.
9234
.6C
0.91
47.5
D1.
0167
.1E
*0.
9858
.4E
1.21
138.
7F
*1.
0473
.2E
1.17
125.
2F
*W
B-L
0.47
36.6
D0.
6765
.7E
*0.
5359
.3E
0.57
63.2
E0.
3542
.3D
0.50
55.7
E*
0.40
46.3
D0.
4853
.9D
*W
B-T
0.77
25.0
C0.
8931
.8C
0.96
53.9
D1.
0371
.5E
*0.
8642
.4D
0.94
50.6
D*
0.86
42.5
D0.
9756
.8E
*W
B-R
0.62
22.9
C0.
6222
.9C
0.61
35.5
D0.
6135
.5D
0.42
30.2
C0.
4230
.1C
0.48
31.6
C0.
4831
.7C
NB
-L
0.33
44.6
D0.
4247
.3D
0.25
34.6
C0.
2735
.0D
0.59
47.0
D0.
6450
.0D
0.25
34.5
C0.
2835
.0C
NB
-TR
0.87
70.8
E0.
9075
.2E
*0.
4537
.7D
0.46
37.8
D0.
3034
.6C
0.33
35.0
C0.
3134
.7C
0.32
35.1
DS
B-L
0.
3528
.5C
0.35
28.6
C0.
3415
.8B
0.34
15.9
B0.
3715
.8B
0.38
15.9
B0.
3015
.1B
0.31
15.2
BS
B-T
R0.
3428
.2C
0.36
28.4
C0.
2214
.8B
0.22
14.8
B0.
5019
.0B
0.50
19.1
B0.
2314
.9B
0.23
15.0
B
4) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
6318
.3B
0.68
19.4
B0.
6318
.2B
0.69
19.7
B0.
7621
.9C
0.89
28.9
C0.
6418
.4B
0.72
20.5
CS
utph
in B
oule
vard
(N-S
)E
B-R
0.32
14.2
B0.
3214
.2B
0.29
13.6
B0.
2913
.7B
0.25
13.2
B0.
5813
.3B
0.20
12.6
B0.
2112
.6B
WB
-L0.
8455
.0E
1.80
410.
6F
*0.
5329
.3C
0.80
53.8
D*
0.82
61.4
E0.
7017
6.9
F*
0.53
31.6
C0.
8461
.8E
*W
B-T
0.81
16.1
B0.
9122
.8C
0.63
11.2
B0.
6812
.1B
0.61
10.8
B0.
7011
.8B
0.55
9.8
A0.
6110
.8B
NB
-L
0.74
60.1
E0.
7460
.6E
0.78
63.2
E0.
7863
.5E
0.48
48.1
D0.
2048
.2D
0.46
47.1
D0.
4647
.2D
NB
- R0.
5853
.1D
0.78
66.5
E*
0.55
51.9
D0.
7766
.1E
*0.
5451
.7D
0.20
469.
9F
*0.
4648
.2D
0.69
58.9
E*
5) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
6311
.2B
0.70
12.5
B0.
6211
.0B
0.70
12.7
B0.
7413
.7B
1.01
41.5
D0.
6210
.9B
0.72
13.1
B14
8th
Stre
et-S
outh
(N-S
)W
B-T
0.92
23.3
C1.
1698
.0F
*0.
6511
.5B
0.73
13.4
B0.
6611
.7B
0.74
13.7
B0.
5910
.4B
0.69
12.4
BN
B-L
R0.
8165
.9E
0.84
70.0
E*
1.04
110.
2F
1.05
113.
2F
*N
B-L
0.49
46.2
DN
B-L
0.50
46.3
D0.
6051
.3D
0.61
51.7
DN
B- R
0.50
46.9
DN
B-R
0.50
47.1
D
6) H
illsi
de A
venu
e (E
-W) @
EB
-L1.
7341
1.0
F1.
7341
1.0
F0.
6329
.1C
0.82
57.9
E*
1.00
93.3
F1.
3221
4.5
F*
0.39
15.4
B0.
5525
.6C
150t
h S
treet
(N-S
)E
B-T
0.64
14.2
B0.
7115
.8B
0.62
13.7
B0.
7015
.5B
0.70
15.7
B0.
9836
.4D
0.60
13.4
B0.
7015
.5B
EB
- R0.
108.
1A
0.11
8.2
A0.
108.
1A
0.11
8.2
A0.
138.
3A
0.14
8.4
A0.
077.
8A
0.07
7.9
AW
B-L
0.83
49.5
D1.
2015
7.5
F*
0.57
23.7
C0.
8865
.8E
*1.
1213
4.5
F2.
8891
2.2
F*
0.72
34.9
C1.
2216
7.6
F*
WB
-TR
1.01
45.4
D1.
2815
1.1
F*
0.70
15.8
B0.
7918
.7B
0.73
16.6
B0.
8219
.9B
0.63
13.9
B0.
7416
.7B
SB
-LT R
0.98
80.9
F0.
9880
.9F
0.64
46.9
D0.
6446
.9D
0.57
44.3
D0.
5744
.3D
0.59
45.2
D0.
5945
.2D
7) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
7316
.7B
0.81
19.3
B0.
6815
.0B
0.76
17.4
B0.
7817
.9B
1.06
58.8
E*
0.66
14.6
B0.
7617
.3B
153r
d S
treet
(NB
)W
B-T
0.89
23.9
C1.
1386
.8F
*0.
6013
.4B
0.69
15.2
B0.
6414
.2B
0.73
16.2
B0.
5813
.0B
0.69
15.2
BN
B-L
0.
6750
.6D
0.72
53.8
D0.
5545
.3D
0.58
46.5
D0.
3339
.2D
0.36
39.8
D0.
3339
.3D
0.37
40.3
DN
B- R
0.46
42.5
D0.
4943
.3D
0.36
39.9
D0.
3640
.0D
NB
-LR
0.39
40.6
DN
B-L
R0.
4141
.1D
0.55
45.4
D0.
5745
.9D
NB
- R0.
4141
.4D
NB
-R0.
4241
.6D
8) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
8583
.6F
0.94
99.3
F*
0.63
48.8
D0.
7867
.0E
*0.
8168
.1E
1.22
182.
3F
*0.
6854
.8D
0.84
78.9
E*
Par
sons
Bou
leva
rd (N
-S)
EB
-T0.
8029
.0C
0.89
35.1
D0.
7727
.5C
0.88
33.6
C0.
9339
.1D
1.26
151.
7F
*0.
8229
.7C
0.95
41.4
DE
B- R
0.44
20.8
C0.
4420
.8C
0.27
17.6
B0.
2717
.6B
0.30
18.0
B0.
3018
.1B
0.19
16.3
B0.
1916
.3B
WB
-L0.
4735
.2D
0.52
43.1
D0.
4131
.4C
0.46
40.0
D0.
5951
.6D
0.63
58.3
E*
0.38
34.5
C0.
4545
.5D
*W
B-T
R1.
2213
5.3
F1.
5226
5.0
F*
0.93
40.1
D1.
0566
.8E
*1.
0054
.1D
1.11
87.8
F*
0.96
43.9
D1.
1188
.9F
*N
B-L
0.
5950
.9D
0.58
50.5
D0.
3639
.0D
0.38
39.7
D0.
4241
.1D
0.45
42.2
D0.
3840
.6D
0.42
42.1
DN
B-T
0.92
70.4
E0.
9474
.8E
*0.
4738
.7D
0.48
38.9
D0.
6544
.7D
0.67
45.5
D0.
3836
.3D
0.40
36.8
DN
B- R
0.37
36.9
D0.
3837
.1D
0.38
37.4
D0.
4137
.9D
0.53
41.7
D0.
5743
.1D
0.27
34.7
C0.
3235
.6D
SB
-L
0.88
96.3
F0.
9912
5.4
F*
0.55
45.7
D0.
5948
.1D
0.75
64.1
E0.
8985
.3F
*0.
3637
.9D
0.44
40.8
DS
B- T
0.73
49.3
D0.
7148
.2D
0.58
42.4
D0.
5942
.8D
0.59
42.4
D0.
6143
.0D
0.72
48.6
D0.
7449
.5D
SB
- R0.
4138
.1D
0.61
45.0
D0.
3235
.9D
0.39
37.6
D0.
3636
.8D
0.44
38.6
D0.
2434
.2C
0.32
35.7
D
9) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
6714
.9B
0.74
16.6
B0.
6514
.4B
0.73
16.4
B0.
7918
.3B
1.04
50.5
D*
0.65
14.4
B0.
7617
.0B
161s
t Stre
et (N
B)
WB
-T0.
8823
.4C
1.09
70.9
E*
0.60
13.3
B0.
6714
.9B
0.63
14.0
B0.
7115
.8B
0.58
13.0
B0.
6814
.9B
NB
-L
0.30
38.8
D0.
3539
.8D
0.31
39.0
D0.
3239
.1D
0.36
39.8
D0.
3138
.8D
0.45
42.3
D0.
4743
.0D
NB
- R0.
5344
.5D
0.57
45.9
D0.
6851
.3D
0.69
51.6
DN
B-L
R0.
4341
.9D
NB
-LR
0.41
41.4
D0.
7656
.4E
0.78
57.6
EN
B- R
0.61
48.3
DN
B-R
0.58
47.1
D
10) H
illsi
de A
venu
e (E
-W) @
EB
-TR
0.78
15.1
B0.
8618
.5B
0.78
15.1
B0.
8618
.9B
0.96
29.3
C1.
2011
1.8
F*
0.79
15.2
B0.
8920
.8C
162n
d S
treet
(SB
)W
B-L
0.72
38.2
D0.
9179
.1E
*0.
5625
.2C
0.76
54.2
D*
1.63
366.
3F
1.87
464.
4F
*0.
8767
.9E
1.38
252.
4F
*W
B-T
0.84
17.7
B1.
0551
.6D
*0.
5810
.3B
0.65
11.6
B0.
6110
.7B
0.69
12.3
B0.
5710
.0A
0.66
11.7
BS
B-L
T R0.
8871
.6E
0.87
71.2
E0.
4044
.0D
0.40
44.0
D0.
7659
.1E
0.76
59.3
E0.
3943
.7D
0.39
43.8
D
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es Im
pact
ed L
ocat
ions
.
June
29,
200
7
Tabl
e 16
-12:
201
5 W
ith-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
nsTH
IS T
AB
LE H
AS
BEE
N R
EVIS
ED F
OR
TH
E FE
IS20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
nW
eekd
ay A
M P
eak
Hou
rW
eekd
ay A
M P
eak
Hou
rW
eekd
ay A
M P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSi
gnal
ized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
11) H
illsi
de A
venu
e (E
-W) @
EB
-T0.
6211
.0B
0.70
12.6
B0.
5810
.3B
0.65
11.6
B0.
8417
.5B
1.02
43.0
D0.
7614
.1B
0.85
17.8
B16
5th
Stre
et-S
outh
(NB
)W
B-T
0.76
14.1
B0.
9122
.4C
0.49
9.1
A0.
5610
.0A
0.59
10.3
B0.
6711
.8B
0.60
10.5
B0.
6812
.1B
NB
-L
0.21
40.3
D0.
2140
.3D
0.25
41.1
D0.
2541
.1D
0.17
39.6
D0.
1739
.6D
0.22
40.4
D0.
2240
.4D
NB
- R0.
3243
.1D
0.32
43.1
D0.
4045
.3D
0.40
45.3
D0.
5450
.4D
0.55
50.5
D0.
4045
.3D
0.40
45.3
D
12) H
illsi
de A
venu
e (E
-W) @
EB
-L0.
3721
.8C
0.43
28.9
C0.
116.
7A
0.12
6.9
A0.
198.
2A
0.22
9.0
A0.
127.
2A
0.14
7.7
A17
8th
Stre
et (N
B)
EB
-T0.
6010
.6B
0.64
11.4
B0.
509.
2A
0.53
9.6
A0.
7513
.9B
0.85
17.7
B0.
5910
.4B
0.63
11.0
BW
B-T
R0.
8819
.4B
0.96
28.2
C0.
488.
9A
0.52
9.3
A0.
5610
.0A
0.61
10.7
B0.
6010
.5B
0.64
11.2
BN
B-L
T R1.
0610
9.5
F1.
0510
7.8
F0.
6350
.6D
0.62
50.4
D0.
9073
.5E
0.90
74.0
E0.
8263
.8E
0.82
63.8
ES
B-L
R0.
4046
.5D
0.43
47.5
D0.
1940
.3D
0.20
40.4
D0.
3846
.0D
0.39
46.3
D0.
1639
.6D
0.17
39.7
D
13) H
illsi
de A
venu
e (E
-W) @
EB
-L1.
0812
2.1
F1.
0812
2.1
F0.
8153
.5D
0.81
53.5
D0.
9070
.4E
0.90
70.4
E0.
6128
.9C
0.61
28.9
C18
0th
Stre
et/M
idla
nd P
kwy
(SB
)E
B-T
R0.
7513
.7B
0.79
15.0
B0.
5710
.1B
0.59
10.4
B0.
7012
.5B
0.79
15.0
B0.
488.
9A
0.51
9.2
AW
B-T
R0.
9425
.8C
1.02
41.6
D0.
7112
.7B
0.74
13.4
B0.
6611
.6B
0.70
12.5
B0.
509.
2A
0.54
9.6
AS
B-L
0.
3442
.1D
0.34
42.1
D0.
1739
.1D
0.17
39.1
D0.
4043
.3D
0.40
43.3
D0.
1739
.1D
0.17
39.1
DS
B- R
1.03
109.
6F
1.03
109.
6F
0.53
48.6
D0.
5348
.6D
0.73
58.9
E0.
7358
.9E
0.41
44.7
D0.
4144
.7D
14) 8
9th
Ave
nue
(WB
)W
B-L
TR0.
9251
.0D
0.96
58.7
E*
0.84
39.9
D0.
8540
.1D
0.89
45.0
D0.
8842
.7D
0.50
22.2
C0.
5022
.3C
Sut
phin
Bou
leva
rd (N
-S)
NB
-LT
0.53
10.1
B0.
6011
.6B
0.48
9.3
A0.
5510
.4B
0.43
8.8
A0.
8320
.3C
0.33
7.6
A0.
408.
3A
SB
-TR
0.63
12.2
B1.
0146
.5D
*0.
479.
2A
0.56
10.6
B0.
5911
.1B
0.67
12.9
B0.
418.
4A
0.50
9.6
A
15) 8
9th
Ave
nue
(WB
)W
B-L
T 0.
6819
.3B
0.71
20.2
C0.
5615
.9B
0.57
16.0
B0.
5315
.2B
0.52
15.1
B0.
4213
.4B
0.42
13.4
B15
0th
Stre
et (S
B)
SB
-TR
0.71
20.5
C0.
7522
.7C
0.51
15.2
B0.
5515
.9B
0.61
17.5
B0.
6518
.5B
0.46
14.3
B0.
5115
.2B
16) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
5214
.9B
0.53
15.2
B0.
4013
.0B
0.40
13.1
B0.
4012
.9B
0.39
12.8
B0.
4012
.9B
0.40
12.9
B15
3rd
Stre
et (N
B)
NB
-LT
0.71
19.1
B0.
7219
.5B
0.52
14.7
B0.
5214
.8B
0.55
15.3
B0.
5715
.6B
0.19
10.9
B0.
2111
.0B
17) 8
9th
Ave
nue
(WB
) @W
B-L
TR0.
6625
.8C
0.70
27.2
C0.
5722
.8C
0.57
22.9
C0.
5923
.1C
0.56
22.5
C0.
6524
.6C
0.65
24.6
CP
arso
ns B
oule
vard
(N-S
)N
B-L
T0.
428.
0A
0.43
8.1
A0.
347.
2A
0.35
7.2
A0.
417.
8A
0.43
8.0
A0.
256.
4A
0.27
6.5
AS
B-T
0.
7715
.6B
0.77
15.4
B0.
529.
5A
0.53
9.5
A0.
6511
.7B
0.66
12.0
B0.
418.
0A
0.42
8.1
AS
B-R
0.17
6.1
A0.
176.
1A
0.16
6.0
A0.
166.
0A
0.12
5.7
A0.
125.
8A
0.10
5.6
A0.
115.
6A
18) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
5515
.4B
0.54
15.0
B0.
3712
.5B
0.37
12.6
B0.
3812
.7B
0.39
12.8
B0.
3812
.6B
0.40
12.8
B16
1st S
treet
(NB
)N
B-L
T0.
3412
.4B
0.34
12.4
B0.
4714
.1B
0.47
14.1
B0.
5715
.9B
0.58
16.0
B0.
6217
.0B
0.63
17.1
B
19) 8
9th
Ave
nue
(WB
) @W
B-L
T 0.
3612
.7B
0.36
12.6
B0.
3112
.0B
0.31
12.0
B0.
3812
.8B
0.37
12.6
B0.
3312
.1B
0.33
12.2
B16
2nd
Stre
et (S
B)
SB
-TR
0.55
15.6
B0.
5214
.9B
0.39
13.0
B0.
3913
.0B
0.49
14.5
B0.
5415
.2B
0.39
13.1
B0.
4113
.3B
20) 8
9th
Ave
nue
(WB
) @W
B-T
R0.
3913
.1B
0.38
13.0
B0.
3913
.0B
0.39
13.1
B0.
4613
.9B
0.48
14.2
B0.
3712
.7B
0.38
12.8
B16
3rd
Stre
et (N
B)
NB
-LT
0.72
19.7
B0.
7721
.7C
0.35
12.4
B0.
3612
.5B
0.51
14.7
B0.
4914
.3B
0.47
14.0
B0.
4814
.2B
21) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
4519
.6B
0.45
19.6
B0.
5020
.5C
0.52
20.9
C0.
5521
.5C
0.59
22.5
C0.
7026
.0C
0.72
27.0
CV
an W
yck
Exp
wy
Sou
thbo
und
EB
-R0.
4319
.5B
0.54
22.0
C0.
3517
.9B
0.37
18.3
B0.
3117
.3B
0.34
17.6
B0.
1114
.7B
0.14
15.0
BS
ervi
ce R
oad
(SB
)W
B-L
0.62
23.0
C0.
6624
.9C
0.74
32.0
C0.
7835
.9D
0.64
28.4
C0.
6832
.5C
0.29
23.5
C0.
3125
.3C
WB
-T
0.31
10.0
A0.
3410
.4B
0.40
11.1
B0.
4311
.5B
0.42
11.3
B0.
5112
.6B
0.33
10.2
B0.
3610
.5B
SB
-LT R
0.98
66.4
E1.
0896
.2F
*0.
7143
.3D
0.76
45.2
D1.
0173
.6E
1.08
93.3
F*
0.79
46.3
D0.
8549
.7D
22) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
2618
.1B
0.27
19.6
B0.
4028
.7C
0.41
29.8
C0.
3625
.1C
0.38
25.7
C0.
6124
.0C
0.63
25.5
CV
an W
yck
Exp
wy
Nor
thbo
und
EB
-T0.
4311
.5B
0.47
12.2
B0.
3210
.0A
0.37
10.6
B0.
3510
.4B
0.41
11.1
B0.
3910
.9B
0.44
11.5
BS
ervi
ce R
oad
(NB
)W
B-T
0.66
25.2
C0.
7027
.0C
0.89
40.5
D0.
9042
.5D
0.74
28.0
C0.
7427
.9C
0.50
20.6
C0.
5221
.0C
WB
-R0.
0714
.3B
0.19
15.6
B0.
1415
.0B
0.15
15.2
B0.
0914
.5B
0.12
14.8
B0.
3618
.2B
0.40
18.8
BN
B-L
T R1.
1512
0.6
F1.
2013
9.8
F*
1.16
123.
6F
1.23
155.
3F
*1.
1712
7.0
F1.
3520
7.5
F*
0.63
41.2
D0.
6942
.6D
23) J
amai
ca A
venu
e (E
-W) @
-EB
-DfL
1.04
111.
0F
*Q
ueen
s B
oule
vard
(N-S
)E
B-L
T0.
8943
.7D
-EB
-T0.
8439
.9D
0.84
38.6
D0.
9247
.9D
*0.
8236
.9D
0.92
46.7
D*
0.49
24.5
C0.
5626
.1C
WB
-T0.
6429
.4C
0.79
36.5
D0.
8844
.3D
0.90
47.6
D0.
7433
.1C
0.77
34.2
C0.
5526
.3C
0.59
27.6
CW
B-R
0.33
22.3
C0.
3322
.3C
0.31
22.0
C0.
3222
.1C
0.25
20.8
C0.
2721
.2C
0.18
19.9
B0.
1920
.0B
SB
-L0.
2821
.2C
0.30
21.5
C0.
2220
.3C
0.23
20.4
C0.
4023
.1C
0.40
23.2
C0.
1219
.0B
0.13
19.1
BS
B- R
0.13
19.1
B0.
1419
.3B
0.18
19.9
B0.
1919
.9B
0.26
21.0
C0.
2621
.1C
0.22
20.4
C0.
2220
.4C
24) J
amai
ca A
venu
e (E
-W) @
EB
-LTR
0.89
40.7
D0.
9550
.0D
*0.
8535
.7D
0.93
45.3
D*
1.00
61.3
E1.
1298
.2F
*0.
7327
.1C
0.81
31.6
CS
utph
in B
oule
vard
(N-S
)W
B-L
TR0.
5120
.2C
0.60
21.9
C0.
4218
.3B
0.45
18.7
B0.
4319
.7B
0.48
20.5
C0.
4819
.1B
0.52
19.8
BN
B-L
T R0.
6622
.4C
0.75
25.4
C0.
4819
.2B
0.54
20.3
C0.
4517
.7B
0.87
31.7
C0.
3817
.8B
0.45
18.9
BS
B-L
T R0.
5419
.7B
0.81
28.0
C0.
3016
.7B
0.36
17.5
B0.
3716
.4B
0.43
17.3
B0.
2115
.8B
0.28
16.5
B
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, Def
L-D
efac
to L
eft,
E-W
: Eas
t-Wes
t Roa
dway
, N-S
: Nor
th-S
outh
Roa
dway
V/C
Rat
io -
Vol
ume
to C
apac
ity R
atio
SE
C/V
EH
- S
econ
ds p
er V
ehic
leLO
S -
Leve
l of S
ervi
ce*
- Den
otes
Impa
cted
Loc
atio
ns.
June
29,
200
7
Tabl
e 16
-12:
201
5 W
ith-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
nsTH
IS T
AB
LE H
AS
BEE
N R
EVIS
ED F
OR
TH
E FE
IS20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
nW
eekd
ay A
M P
eak
Hou
rW
eekd
ay A
M P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSi
gnal
ized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
25) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
5616
.4B
0.58
17.0
B0.
6117
.8B
0.67
19.5
B0.
5816
.9B
0.79
24.5
C0.
5115
.3B
0.58
16.7
B15
0th
Stre
et (N
-S)
EB
-R0.
079.
8A
0.07
9.8
A0.
089.
9A
0.08
9.9
A0.
079.
8A
0.07
9.8
A0.
079.
8A
0.07
9.8
AW
B-L
T1.
3218
0.4
F2.
0047
9.1
F*
0.84
32.9
C1.
0474
.7E
*1.
1611
5.7
F1.
4825
2.8
F*
0.94
48.5
D1.
1912
8.1
F*
NB
-LR
1.35
227.
7F
1.48
284.
6F
*0.
6852
.2D
0.78
62.3
E*
1.11
139.
6F
1.25
191.
5F
*0.
5343
.4D
0.68
53.3
D*
SB
-LT
0.64
42.6
D0.
7246
.4D
0.58
40.2
D0.
6342
.0D
0.67
43.5
D0.
7045
.1D
0.52
38.3
D0.
5940
.4D
SB
- R0.
3635
.2D
0.38
35.6
D0.
3033
.9C
0.31
33.9
C0.
2833
.3C
0.28
33.5
C0.
3134
.0C
0.32
34.3
C
26) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
8770
.1E
2.10
575.
8F
*0.
4823
.4C
0.58
27.8
C0.
4222
.5C
0.56
28.3
C0.
2317
.5B
0.33
20.0
BP
arso
ns B
oule
vard
(N-S
)E
B-T
0.74
29.2
C0.
7932
.7C
0.63
23.7
C0.
6725
.2C
0.64
24.9
C0.
8637
.0D
0.63
24.6
C0.
6926
.7C
EB
- R0.
2417
.0B
0.21
16.6
B0.
1414
.9B
0.17
15.2
B0.
2116
.5B
0.25
17.0
B0.
1615
.8B
0.19
16.2
BW
B-L
0.39
22.7
C0.
4324
.8C
0.29
18.7
B0.
3119
.5B
0.32
20.1
C0.
5231
.5C
0.69
37.0
D0.
7847
.0D
*W
B-T
1.02
69.5
E1.
3218
5.3
F*
0.69
26.6
C0.
7630
.0C
0.67
26.2
C0.
7329
.0C
0.60
24.1
C0.
6927
.4C
WB
-R0.
2517
.2B
0.27
17.5
B0.
2015
.7B
0.20
15.7
B0.
1615
.8B
0.16
15.9
B0.
1315
.5B
0.14
15.6
BN
B-L
T R0.
1728
.7C
0.17
28.7
C0.
1829
.3C
0.18
29.3
C0.
2429
.7C
0.24
29.7
C0.
2830
.3C
0.28
30.3
CS
B-L
T R0.
8246
.4D
0.82
46.7
D0.
6940
.2D
0.69
40.3
D0.
8548
.7D
0.85
48.4
D0.
7643
.5D
0.77
44.0
D
27) J
amai
ca A
venu
e (E
-W) @
EB
-L0.
089.
8A
0.18
14.8
B0.
119.
8A
0.12
10.0
A0.
1410
.1B
0.15
10.4
B0.
119.
9A
0.13
10.2
B16
0th
Stre
et (N
B)
EB
-T0.
8125
.5C
0.87
30.2
C0.
6919
.4B
0.73
20.9
C0.
7320
.4C
0.91
34.1
C0.
7521
.3C
0.80
24.0
CW
B-T
0.98
49.5
D1.
2112
8.8
F*
0.69
19.8
B0.
7522
.0C
0.60
16.5
B0.
6517
.9B
0.70
19.4
B0.
7822
.9C
WB
-R0.
038.
7A
0.03
8.7
A0.
028.
6A
0.02
8.6
A0.
028.
6A
0.02
8.6
A0.
018.
5A
0.01
8.5
AN
B-L
TR0.
4536
.5D
0.49
37.3
D0.
6946
.7D
0.70
47.0
D0.
4436
.4D
0.45
36.6
D0.
6645
.2D
0.66
45.5
D
28) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
7019
.3B
0.76
21.7
C0.
6421
.5C
0.69
23.0
C0.
6617
.5B
0.83
25.2
C0.
7223
.9C
0.76
26.1
CU
nion
Hal
l / 1
62nd
St (
SB
)E
B-R
0.07
8.7
A0.
078.
7A
0.10
12.2
B0.
1012
.2B
0.11
8.9
A0.
129.
1A
0.11
12.3
B0.
1212
.4B
WB
-T1.
2113
0.3
F1.
4824
4.1
F*
1.03
72.1
E1.
1197
.4F
*0.
7522
.4C
0.83
27.5
C0.
9142
.9D
1.02
68.4
E*
SB
-LTR
0.39
42.3
D0.
4142
.7D
0.29
34.5
C0.
2834
.5C
0.59
47.0
D0.
5846
.7D
0.27
34.3
C0.
2834
.5C
29) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.61
14.2
B0.
6615
.7B
0.49
11.6
B0.
5312
.3B
0.52
12.1
B0.
6815
.7B
0.53
12.3
B0.
5713
.1B
163r
d S
treet
(NB
) /E
B-R
0.13
7.7
A0.
137.
8A
0.14
7.9
A0.
157.
9A
0.25
8.9
A0.
258.
9A
0.16
8.0
A0.
168.
0A
Guy
R B
rew
er (N
-S)
WB
-LT
0.97
42.3
D1.
1710
9.1
F*
0.62
14.7
B0.
6816
.1B
0.57
13.2
B0.
6414
.8B
0.62
14.3
B0.
6916
.6B
WB
-R0.
289.
1A
0.27
9.0
A0.
157.
9A
0.15
7.8
A0.
218.
3A
0.22
8.4
A0.
268.
8A
0.26
8.8
AN
B-L
TR0.
8664
.4E
0.86
63.5
E0.
6347
.9D
0.65
48.7
D0.
6950
.9D
0.72
52.6
D0.
6147
.1D
0.62
47.8
D
30) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
5711
.0B
0.62
12.1
B0.
5011
.9B
0.54
12.6
B0.
6523
.5C
0.84
33.4
C0.
5913
.4B
0.63
14.4
B16
4th
Stre
et (S
B)
WB
-T1.
0149
.8D
1.16
100.
8F
*0.
5813
.6B
0.62
14.5
B0.
6924
.9C
0.75
27.5
C0.
6715
.7B
0.72
17.5
BS
B-L
0.
3744
.4D
0.43
45.9
D0.
4241
.4D
0.43
41.8
D0.
2827
.5C
0.28
27.4
C0.
4843
.0D
0.49
43.5
DS
B- R
0.36
45.3
D0.
5050
.8D
*0.
5245
.9D
0.55
47.1
D0.
3629
.6C
0.41
30.7
C0.
5246
.2D
0.59
49.0
D
31) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
5610
.7B
0.62
12.1
B0.
5310
.1B
0.57
10.8
B0.
6523
.4C
0.84
33.0
C0.
5911
.1B
0.64
12.1
B16
5th
Stre
et (S
B)
EB
-R0.
166.
2A
0.16
6.2
A0.
105.
8A
0.10
5.8
A0.
2315
.2B
0.23
15.2
B0.
146.
0A
0.14
6.0
AW
B-L
T0.
9433
.9C
1.09
75.6
E*
0.55
10.7
B0.
5911
.5B
0.72
26.4
C0.
8232
.8C
0.64
12.4
B0.
6913
.9B
NB
-LT R
0.48
46.4
D0.
4946
.6D
0.35
43.5
D0.
3643
.5D
0.34
28.5
C0.
3528
.6C
0.26
41.7
D0.
2641
.8D
32) J
amai
ca A
venu
e (E
-W) @
EB
-T0.
6122
.5C
0.67
24.7
C0.
6122
.3C
0.65
23.6
C0.
6523
.3C
0.83
31.9
C0.
7326
.3C
0.77
28.4
CM
erric
k B
oule
vard
(SB
)E
B-R
0.22
15.1
B0.
2515
.6B
0.20
14.8
B0.
2115
.0B
0.22
15.0
B0.
2415
.3B
0.14
14.0
B0.
1614
.3B
WB
-LT
1.39
213.
2F
1.65
326.
9F
*1.
0273
.2E
1.15
114.
5F
*1.
2315
0.2
F1.
4524
4.7
F*
1.38
209.
5F
1.62
317.
9F
*S
B-L
TR0.
5932
.4C
0.60
32.6
C0.
4329
.1C
0.47
29.8
C0.
6935
.1D
0.74
36.6
D0.
6433
.5C
0.70
35.3
D
33) J
amai
ca A
venu
e (E
-W) @
EB
-TR
0.32
7.0
A0.
347.
2A
0.30
6.8
A0.
317.
0A
0.34
7.1
A0.
407.
7A
0.28
6.7
A0.
306.
8A
180t
h S
treet
WB
-LT
0.67
11.6
B0.
7213
.0B
0.38
7.6
A0.
407.
8A
0.50
9.0
A0.
569.
8A
0.44
8.1
A0.
478.
4A
NB
-LR
0.10
39.5
D0.
1139
.7D
0.19
41.0
D0.
1941
.0D
0.22
42.3
D0.
2139
.9D
0.12
39.6
D0.
1239
.7D
SB
-LT R
0.78
63.4
E0.
7863
.4E
0.28
42.2
D0.
2842
.2D
0.75
60.5
E0.
7561
.0E
0.48
47.3
D0.
4847
.4D
34) A
rche
r Ave
nue
(E-W
) @E
B-L
0.30
24.3
C0.
2923
.9C
0.17
20.4
C0.
1820
.6C
0.37
29.2
C0.
4130
.9C
0.13
19.7
B0.
1419
.8B
Sut
phin
Bou
leva
rd (N
-S)
EB
-TR
0.52
25.9
C0.
5225
.9C
0.28
20.9
C0.
2820
.9C
0.39
26.6
C0.
3926
.6C
0.20
20.0
B0.
2020
.0B
WB
-DfL
0.53
33.0
CW
B-L
T0.
3824
.0C
WB
-T0.
4025
.0C
0.28
20.9
C0.
3321
.6C
0.39
26.8
C0.
4928
.6C
0.24
20.4
C0.
3021
.1C
WB
-R0.
2422
.8C
0.29
23.6
C0.
1920
.5C
0.22
20.8
C0.
2826
.2C
0.35
27.5
C0.
1720
.1C
0.21
20.7
CN
B-L
0.22
12.1
B0.
3415
.8B
0.13
11.7
B0.
1511
.9B
0.11
8.8
A0.
159.
3A
0.12
11.5
B0.
1411
.7B
NB
-TR
0.50
14.1
B0.
5615
.1B
0.40
13.8
B0.
4714
.7B
0.32
10.0
A0.
6314
.2B
0.31
12.9
B0.
3813
.7B
SB
-LT R
0.43
13.1
B0.
6617
.1B
0.26
12.4
B0.
3213
.0B
0.37
10.4
B0.
4811
.8B
0.22
11.9
B0.
2812
.6B
35) A
rche
r Ave
nue
(E-W
) @E
B-L
T R0.
6725
.4C
0.69
25.9
C0.
5020
.2C
0.50
20.3
C0.
7629
.5C
0.78
30.2
C0.
4919
.8B
0.49
19.9
B15
0th
Stre
et (N
-S)
WB
-L1.
1813
6.7
F1.
1914
3.1
F*
0.58
25.5
C0.
5825
.4C
1.07
100.
9F
1.08
103.
9F
*0.
5926
.3C
0.60
26.6
CW
B-T
R0.
5622
.0C
0.61
23.3
C0.
4118
.6B
0.44
19.0
B0.
4619
.5B
0.46
19.5
B0.
4719
.6B
0.49
19.9
BN
B-L
T R0.
6625
.7C
0.75
30.5
C0.
3017
.8B
0.33
18.2
B0.
4921
.2C
0.54
22.2
C0.
2517
.2B
0.30
17.8
BS
B-L
T R0.
6230
.5C
0.86
44.1
D0.
5629
.5C
0.64
31.8
C0.
7234
.3C
0.76
36.3
D0.
6632
.4C
0.76
37.2
D
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es Im
pact
ed L
ocat
ions
.
June
29,
200
7
Tabl
e 16
-12:
201
5 W
ith-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
nsTH
IS T
AB
LE H
AS
BEE
N R
EVIS
ED F
OR
TH
E FE
IS20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
nW
eekd
ay A
M P
eak
Hou
rW
eekd
ay A
M P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSi
gnal
ized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
36) A
rche
r Ave
nue
(E-W
) @E
B-L
0.57
23.1
C0.
6125
.8C
0.40
15.7
B0.
4115
.9B
0.70
29.0
C0.
7029
.2C
0.68
26.1
C0.
6927
.2C
Par
sons
Bou
leva
rd (N
-S)
EB
-T0.
8024
.2C
0.79
23.9
C0.
5616
.6B
0.57
16.7
B0.
6317
.9B
0.64
18.2
B0.
5215
.5B
0.53
15.7
BW
B-T
0.48
13.9
B0.
5114
.3B
0.31
12.0
B0.
3212
.1B
0.41
13.0
B0.
4113
.0B
0.37
12.6
B0.
3912
.7B
SB
-L0.
6430
.9C
0.61
30.0
C0.
4926
.8C
0.52
27.6
C0.
7133
.3C
0.75
35.4
D0.
6932
.5C
0.73
34.6
CS
B- R
0.45
25.3
C0.
4525
.3C
0.32
23.2
C0.
3223
.2C
0.36
23.8
C0.
3623
.8C
0.26
22.4
C0.
2622
.4C
37) A
rche
r Ave
nue
(E-W
) @E
B-L
T1.
2815
6.4
F1.
3116
9.4
F*
0.74
18.1
B0.
7619
.3B
1.04
62.5
E1.
1496
.9F
*0.
7919
.9B
0.82
22.0
C16
0th
Stre
et (N
B)
EB
-R0.
278.
9A
0.27
8.9
A0.
137.
6A
0.13
7.6
A0.
349.
8A
0.34
9.8
A0.
137.
6A
0.13
7.6
AW
B-L
TR1.
0158
.2E
1.05
68.4
E*
0.52
19.3
B0.
5319
.5B
0.76
25.7
C0.
7826
.9C
0.57
20.1
C0.
5920
.5C
NB
-LT R
0.71
37.9
D0.
7137
.9D
0.43
29.9
C0.
4229
.8C
0.51
31.7
C0.
5231
.8C
0.41
29.6
C0.
4129
.5C
38) A
rche
r Ave
nue
(E-W
) @E
B- T
1.02
56.9
E0.
9950
.0D
0.67
19.0
B0.
6919
.7B
0.83
26.6
C0.
8628
.8C
0.75
21.4
C0.
7822
.9C
Uni
on H
all S
treet
(SB
)W
B-T
0.52
14.6
B0.
5415
.0B
0.58
16.7
B0.
6017
.1B
0.49
14.1
B0.
4914
.1B
0.66
18.5
B0.
6719
.0B
SB
-LR
0.41
25.4
C0.
4726
.8C
0.39
25.1
C0.
3925
.1C
0.47
26.8
C0.
4827
.0C
0.41
25.5
C0.
4426
.1C
39) A
rche
r Ave
nue
(E-W
) @E
B-L
T R1.
2012
8.8
F1.
2012
6.7
F1.
0059
.4E
1.03
67.8
E*
1.15
107.
6F
1.18
122.
0F
*1.
0778
.9E
1.13
97.5
F*
Guy
R B
rew
er B
oule
vard
(N-S
)W
B-L
0.43
27.4
C0.
4226
.7C
0.47
25.8
C0.
4826
.9C
0.80
55.9
E0.
8261
.2E
*0.
6740
.6D
0.71
45.3
DW
B-T
R0.
5820
.6C
0.60
21.0
C0.
3917
.5B
0.40
17.6
B0.
5620
.1C
0.56
20.2
C0.
4217
.8B
0.43
18.0
BN
B-L
T R1.
0787
.3F
1.07
87.6
F0.
6326
.0C
0.65
26.7
C0.
9250
.7D
0.95
55.6
E0.
7733
.6C
0.78
34.2
CS
B-L
T R0.
1616
.2B
0.16
16.3
B0.
1616
.1B
0.16
16.2
B0.
3018
.0B
0.31
18.1
B0.
1916
.5B
0.19
16.6
B
40) A
rche
r Ave
nue
(E-W
) @E
B-L
T R1.
1912
3.3
F1.
1611
2.4
F0.
8332
.6C
0.86
34.6
C1.
2012
8.4
F1.
2314
0.5
F*
1.17
116.
8F
1.22
135.
1F
*16
5th
Stre
et (N
-S)
WB
-LTR
0.73
24.9
C0.
7525
.7C
0.49
18.9
B0.
5019
.1B
0.74
25.1
C0.
7525
.3C
1.07
84.1
F1.
1094
.1F
*N
B-L
TR0.
1816
.5B
0.18
16.5
B0.
2116
.9B
0.21
16.9
B0.
2217
.1B
0.22
17.1
B0.
4019
.8B
0.40
19.9
BS
B-L
T R0.
1916
.8B
0.20
16.8
B0.
2417
.3B
0.24
17.3
B0.
5122
.5C
0.52
22.6
C0.
2517
.2B
0.25
17.2
B
41) A
rche
r Ave
nue
(E-W
) @E
B-T
R0.
6722
.3C
0.65
21.9
C0.
5419
.8B
0.56
20.1
C0.
7023
.7C
0.72
24.3
C0.
6521
.8C
0.67
22.3
CM
erric
k B
oule
vard
(SB
)W
B-L
T0.
9749
.7D
0.97
50.0
D0.
6723
.6C
0.69
24.2
C1.
2012
6.5
F1.
2113
2.4
F*
WB
-Df
1.18
147.
8F
-Def
L1.
2517
5.4
F*
WB
-T0.
6624
.3C
WB
-T0.
6824
.9C
SB
-LT R
0.62
22.1
C0.
6422
.6C
0.44
19.1
B0.
4819
.8B
0.69
23.8
C0.
7325
.0C
0.61
22.0
C0.
6823
.6C
42) A
tlant
ic A
venu
e (E
-W) @
EB
-TR
0.63
27.2
C0.
6327
.2C
0.44
24.3
C0.
4424
.3C
0.58
26.3
C0.
5826
.3C
0.67
28.1
C0.
6728
.1C
Van
Wyc
k E
xpw
y S
outh
boun
dW
B-L
0.43
30.8
C0.
4431
.2C
0.21
17.1
B0.
2117
.0B
0.37
24.5
C0.
3824
.9C
0.25
23.0
C0.
2623
.0C
Ser
vice
Roa
d (S
B)
WB
-LT
0.63
22.2
C0.
6422
.3C
0.31
13.9
B0.
3113
.9B
0.50
16.5
B0.
5116
.6B
0.38
14.8
B0.
3814
.8B
SB
-LT R
0.89
29.6
C1.
0457
.7E
*0.
8630
.9C
0.90
33.7
C1.
1393
.4F
1.18
114.
0F
*0.
8228
.9C
0.88
32.0
C
43) A
tlant
ic A
venu
e (E
-W) @
EB
-L1.
0790
.6F
1.05
83.7
F0.
9151
.3D
0.98
66.5
E*
0.98
66.7
E0.
8042
.9D
1.00
68.7
E1.
1010
3.2
F*
Van
Wyc
k E
xpw
y N
orth
boun
dE
B-T
0.51
22.9
C0.
9041
.9D
0.41
20.4
C0.
5021
.9C
0.52
22.4
C0.
6224
.8C
0.46
21.3
C0.
5823
.8C
Ser
vice
Roa
d (N
B)
WB
-TR
0.59
27.1
C0.
6227
.9C
0.33
22.6
C0.
3823
.2C
0.53
25.4
C0.
8736
.9D
0.32
22.4
C0.
3823
.3C
NB
-LT R
0.92
29.0
C0.
9431
.2C
0.80
22.8
C0.
8123
.2C
0.84
24.3
C0.
8524
.8C
0.53
17.3
B0.
5417
.5B
44) 9
4th
Ave
nue
(E-W
) @E
B-L
R-
--
--
--
--
--
--
--
--
--
--
--
-S
utph
in B
oule
vard
(N-S
)W
B-L
TR0.
2021
.1C
0.24
21.4
C0.
0914
.5B
0.14
14.9
B0.
1719
.4B
0.69
26.6
C0.
0914
.6B
0.14
15.0
BN
B-L
0.45
17.2
B0.
6832
.8C
0.17
16.0
B0.
1916
.3B
0.38
16.2
B0.
4117
.2B
0.16
15.7
B0.
1716
.0B
NB
-T0.
8023
.7C
0.86
27.7
C0.
7829
.4C
0.85
34.5
C0.
5917
.9B
0.67
20.2
C0.
6122
.8C
0.69
25.3
CS
B- T
0.44
13.1
B0.
6115
.6B
0.21
15.7
B0.
2616
.1B
0.33
12.9
B0.
3713
.3B
0.19
15.5
B0.
2416
.0B
SB
- R0.
1310
.4B
0.15
10.6
B0.
2716
.9B
0.28
17.0
B0.
1611
.6B
0.17
11.7
B0.
1515
.4B
0.16
15.6
B
45) 9
4th
Ave
nue
(WB
) @W
B-L
TR0.
4123
.5C
0.41
23.5
C0.
2516
.8B
0.25
16.8
B0.
2818
.7B
0.28
18.7
B0.
1615
.0B
0.17
15.8
B15
0th
Stre
et (N
-S)
NB
-LT
0.52
8.3
A0.
538.
6A
0.28
8.1
A0.
328.
6A
0.37
7.9
A0.
418.
4A
0.28
8.7
A0.
348.
9A
SB
-TR
0.71
11.6
B0.
8719
.7B
0.52
10.8
B0.
5611
.6B
0.84
19.5
B0.
8621
.2C
0.65
14.1
B0.
7014
.7B
46) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
8245
.7D
1.14
129.
3F
*0.
4114
.5B
0.58
22.2
C0.
9892
.0F
1.17
151.
1F
*0.
4816
.8B
0.70
32.0
CS
utph
in B
oule
vard
(N-S
)E
B-T
R0.
7314
.2B
0.88
20.5
C0.
419.
6A
0.47
10.1
B0.
4710
.2B
0.53
10.8
B0.
439.
8A
0.50
10.5
BW
B-L
0.15
9.5
A0.
2011
.4B
0.14
8.3
A0.
158.
6A
0.15
8.5
A0.
179.
0A
0.21
9.3
A0.
2610
.3B
WB
-TR
0.68
13.2
B0.
7414
.4B
0.60
11.8
B0.
6512
.6B
0.81
16.8
B1.
0140
.7D
0.61
11.9
B0.
6813
.1B
NB
-LT R
0.87
30.4
C1.
0256
.7E
*0.
4717
.4B
0.51
18.1
B0.
6420
.7C
0.70
22.7
C0.
5919
.5B
0.64
20.7
CS
B-L
T R0.
9963
.0E
1.17
124.
1F
*0.
6923
.9C
0.77
27.6
C1.
6030
0.1
F1.
8340
4.4
F*
0.97
54.4
D1.
1310
1.8
F*
47) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
5319
.5B
0.75
44.5
D0.
209.
1A
0.26
10.3
B0.
3914
.2B
0.48
18.6
B0.
178.
9A
0.26
10.8
B15
0th
Stre
et (N
-S)
EB
-TR
0.62
11.7
B0.
6512
.1B
0.44
9.5
A0.
489.
9A
0.55
10.7
B0.
7113
.3B
0.54
10.6
B0.
5811
.2B
WB
-L0.
077.
6A
0.11
8.3
A0.
148.
1A
0.17
8.7
A0.
239.
7A
0.45
18.0
B0.
188.
9A
0.27
10.7
BW
B-T
R0.
6612
.3B
0.80
15.8
B0.
5210
.4B
0.57
10.9
B0.
6412
.1B
0.70
13.2
B0.
5610
.8B
0.62
11.6
BN
B-L
T R1.
1811
9.1
F1.
1611
1.7
F0.
5822
.0C
0.60
22.7
C0.
8538
.2D
0.90
43.7
D0.
5621
.6C
0.60
22.7
CS
B-L
T R1.
3419
2.4
F1.
5929
8.0
F*
0.54
20.1
C0.
6222
.1C
1.03
68.6
E1.
0987
.5F
*0.
8938
.3D
1.01
61.7
E*
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es Im
pact
ed L
ocat
ions
.
June
29,
200
7
Tabl
e 16
-12:
201
5 W
ith-A
ctio
n Tr
affic
Con
ditio
ns a
t Sig
naliz
ed In
ters
ectio
nsTH
IS T
AB
LE H
AS
BEE
N R
EVIS
ED F
OR
TH
E FE
IS20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
n20
15 N
o-A
ctio
n20
15 W
ith A
ctio
nW
eekd
ay A
M P
eak
Hou
rW
eekd
ay A
M P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay M
D P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rW
eekd
ay P
M P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSa
turd
ay M
D P
eak
Hou
rSi
gnal
ized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
48) L
iber
ty A
venu
e (E
-W) @
EB
-L0.
8767
.7E
0.78
54.7
D0.
3517
.1B
0.40
19.2
B0.
6134
.0C
0.62
34.7
C0.
2113
.1B
0.23
13.9
BG
uy R
. Bre
wer
Bou
leva
rd (N
-S)
EB
-TR
0.80
19.9
B0.
8220
.9C
0.61
15.4
B0.
6716
.5B
0.87
23.9
C1.
0969
.3E
*0.
7718
.9B
0.84
22.0
CW
B-L
0.31
17.8
B0.
3419
.0B
0.23
13.6
B0.
2915
.5B
0.37
20.0
C0.
4021
.4C
0.41
21.5
C0.
5127
.0C
WB
-TR
1.10
73.4
E1.
2312
7.0
F*
0.63
15.6
B0.
6716
.4B
0.93
28.6
C0.
9632
.7C
0.56
14.6
B0.
6115
.4B
NB
-LT R
1.16
112.
9F
1.58
290.
0F
*0.
6018
.2B
0.69
21.5
C0.
9960
.4E
1.20
130.
0F
*0.
8330
.4C
1.03
68.7
E*
SB
-L0.
1011
.0B
0.11
11.1
B0.
1110
.9B
0.12
10.9
B0.
2212
.3B
0.23
12.4
B0.
2112
.2B
0.21
12.3
BS
B-T
R0.
5416
.6B
0.55
16.8
B0.
5917
.7B
0.60
18.0
B0.
8732
.3C
0.88
33.7
C0.
5717
.2B
0.58
17.4
B
49) L
iber
ty A
venu
e (E
-W) @
EB
-T0.
6216
.0B
0.62
16.0
B0.
3912
.7B
0.42
13.0
B0.
6015
.6B
0.67
16.9
B0.
6316
.2B
0.66
16.8
BM
erric
k B
oule
vard
(SB
)E
B-R
0.35
13.0
B0.
3813
.3B
0.17
11.0
B0.
1911
.2B
0.45
14.4
B0.
5716
.6B
0.38
13.4
B0.
4113
.8B
WB
-L0.
5425
.8C
0.58
27.9
C0.
3615
.1B
0.40
16.3
B0.
7136
.9D
0.90
71.5
E*
0.56
27.4
C0.
6535
.4D
WB
-T0.
7218
.3B
0.82
21.8
C0.
3512
.3B
0.37
12.6
B0.
5615
.0B
0.59
15.4
B0.
4913
.9B
0.51
14.3
BS
B-L
T R1.
1611
4.9
F1.
2113
6.4
F*
0.87
39.0
D0.
9346
.5D
*1.
2515
0.8
F1.
2916
9.2
F*
1.21
133.
5F
1.31
175.
6F
*
50) L
iber
ty A
venu
e (E
-W) @
EB
-T0.
7215
.6B
0.74
16.2
B0.
4810
.7B
0.51
11.1
B0.
7918
.1B
0.87
23.7
C0.
6112
.9B
0.63
13.3
BD
unki
rk S
tree t
EB
-R0.
349.
3A
0.34
9.3
A0.
309.
0A
0.30
9.0
A0.
8322
.1C
0.83
22.1
C0.
4210
.3B
0.42
10.3
BW
B-L
T0.
8622
.7C
0.94
31.6
C0.
4610
.5B
0.49
10.8
B0.
5712
.0B
0.58
12.4
B0.
5912
.5B
0.62
13.1
BN
B-L
1.14
105.
3F
1.14
105.
3F
0.45
18.5
B0.
4518
.5B
0.59
21.4
C0.
5921
.4C
0.63
22.4
C0.
6322
.4C
NB
- R0.
0313
.7B
0.03
13.7
B0.
0113
.5B
0.01
13.5
B0.
0313
.7B
0.03
13.7
B0.
0213
.6B
0.02
13.6
B
51) S
outh
Roa
d (E
-W) @
EB
-LTR
0.88
39.2
D0.
8839
.2D
0.59
22.5
C0.
5922
.5C
0.72
26.8
C0.
7226
.9C
0.51
20.1
C0.
5120
.2C
Guy
R B
rew
er B
oule
vard
(N-S
)W
B-L
TR0.
3917
.6B
0.41
17.8
B0.
3016
.4B
0.30
16.5
B0.
5721
.0C
0.57
21.1
C0.
3617
.1B
0.37
17.2
BN
B-L
T R0.
8828
.3C
0.96
40.9
D0.
4911
.5B
0.53
12.1
B0.
6715
.8B
0.71
17.0
B0.
5211
.7B
0.57
12.5
BS
B-L
T R0.
7217
.6B
0.76
19.3
B0.
6113
.8B
0.65
14.7
B0.
8827
.5C
0.99
45.3
D*
0.64
14.2
B0.
7016
.1B
52) 1
07th
Ave
nue
(E-W
) @E
B-L
TR0.
0914
.4B
0.09
14.4
B0.
1314
.7B
0.13
14.7
B0.
0914
.3B
0.09
14.3
B0.
0814
.2B
0.08
14.2
BG
uy R
Bre
wer
Bou
leva
rd (N
-S)
WB
-LTR
0.07
14.1
B0.
0714
.1B
0.08
14.2
B0.
0814
.2B
0.09
14.3
B0.
0914
.3B
0.05
13.9
B0.
0513
.9B
NB
-LT R
0.76
18.1
B0.
8221
.5C
0.43
10.2
B0.
4510
.6B
0.60
13.1
B0.
6313
.7B
0.51
11.3
B0.
5512
.0B
SB
-LT R
0.56
12.6
B0.
5913
.1B
0.54
12.0
B0.
5612
.3B
0.74
17.0
B0.
8220
.8C
0.62
13.6
B0.
6514
.3B
53) 1
08th
Ave
nue
(E-W
) @E
B-L
TR0.
5334
.6C
0.53
34.6
C0.
3529
.1C
0.35
29.2
C0.
4732
.2C
0.48
32.4
C0.
4531
.4C
0.45
31.5
CM
erric
k B
oule
vard
(N-S
)W
B-L
TR0.
6036
.8D
0.60
36.8
D0.
6438
.6D
0.64
38.6
D0.
5534
.7C
0.55
34.8
C0.
4030
.2C
0.41
30.3
CN
B-L
0.
2710
.0B
0.29
10.4
B0.
077.
5A
0.08
7.6
A0.
179.
1A
0.20
9.9
A0.
178.
9A
0.19
9.2
AN
B-T
R0.
7615
.9B
0.82
17.9
B0.
359.
2A
0.37
9.4
A0.
5010
.8B
0.53
11.2
B0.
409.
7A
0.43
10.0
BS
B-L
0.16
9.8
A0.
1911
.0B
0.06
7.3
A0.
067.
3A
0.04
7.2
A0.
047.
3A
0.05
7.3
A0.
067.
4A
SB
-TR
0.40
9.6
A0.
429.
9A
0.39
9.6
A0.
419.
8A
0.55
11.5
B0.
6212
.5B
0.48
10.6
B0.
5110
.9B
Abb
revi
atio
ns:
EB
-Eas
tbou
nd, W
B-W
estb
ound
, NB
-Nor
thbo
und,
SB
-Sou
thbo
und
L-Le
ft, T
-Thr
ough
, R-R
ight
, DfL
-Def
acto
Lef
t, E
-W: E
ast-W
est R
oadw
ay, N
-S: N
orth
-Sou
th R
oadw
ayV
/C R
atio
- V
olum
e to
Cap
acity
Rat
ioS
EC
/VE
H -
Sec
onds
per
Veh
icle
LOS
- Le
vel o
f Ser
vice
*- D
enot
es Im
pact
ed L
ocat
ions
.
June
29,
200
7
Tabl
e 16
-13:
201
5 W
ith-A
ctio
n Tr
affic
Con
ditio
ns a
t Uns
igna
lized
Inte
rsec
tions
THIS
TA
BLE
HA
S B
EEN
REV
ISED
FO
R T
HE
FEIS
2015
No-
Act
ion
2015
With
Act
ion
2015
No-
Act
ion
2015
With
Act
ion
2015
No-
Act
ion
2015
With
Act
ion
2015
No-
Act
ion
2015
With
Act
ion
Wee
kday
AM
Pea
k H
our
Wee
kday
AM
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
MD
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Wee
kday
PM
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Satu
rday
MD
Pea
k H
our
Uns
igna
lized
Lane
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
V/C
DEL
AY
LOS
Inte
rsec
tion
Gro
upR
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)R
ATI
O(S
EC/V
EH)
RA
TIO
(SEC
/VEH
)
54) J
amai
ca A
venu
e (E
-W) @
EB
-LT
0.20
14.6
B0.
2216
.0C
0.03
9.0
A0.
039.
2A
0.05
9.0
A0.
059.
2A
0.12
10.5
B0.
059.
2A
178t
h S
treet
(SB
)W
B-L
T0.
038.
9A
0.03
9.1
A0.
049.
6A
0.04
9.7
A0.
079.
6A
0.08
10.2
B0.
028.
6A
0.08
10.2
BN
B-L
T0.
8012
3.6
F1.
0020
0.0
F*
0.17
20.7
C0.
1821
.8C
0.22
25.2
D0.
2629
.9D
0.27
32.7
D0.
2629
.9D
NB
-TR
0.81
107.
3F
1.02
180.
8F
*0.
1317
.6C
0.14
18.4
C0.
2422
.5C
0.28
26.6
D0.
3025
.5D
0.28
26.6
D
Abb
revi
atio
nsE
B-E
astb
ound
, WB
-Wes
tbou
nd, N
B-N
orth
boun
d, S
B-S
outh
boun
dL-
Left,
T-T
hrou
gh, R
-Rig
ht, D
fL-D
efac
to L
eft,
E-W
: Eas
t-Wes
t Roa
dway
, N-S
: Nor
th-S
outh
Roa
dway
V/C
Rat
io -
Vol
ume
to C
apac
ity R
atio
SE
C/V
EH
- S
econ
ds p
er V
ehic
leLO
S -
Leve
l of S
ervi
ce*
- Den
otes
Impa
cted
Loc
atio
ns.
June
29,
200
7
Table 16-14Summary of Impacted Intersections
AM MD PM SMDSignalized IntersectionsHillside Avenue @ Van Wyck Southbound Service Road X X X X
Van Wyck Northbound Service Road X X X XQueens Boulevard X X X XSutphin Boulevard X X X X148th Street-South X X150th Street X X X X153rd Street X XParsons Boulevard X X X X161st Street X X162nd Street X X X X
89th Avenue @ Sutphin Boulevard X
Jamaica Avenue @ Van Wyck Southbound Service Road X XVan Wyck Northbound Service Road X X XQueens Boulevard X X XSutphin Boulevard X X X150th Street X X X XParsons Boulevard X X160th Street XUnion Hall/ 162nd Street X X XGuy R Brewer Boulevard/ 163rd Street X164th Street X165th Street XMerrick Boulevard X X X X
Archer Avenue @ 150th Street X X160th Street X XGuy R Brewer Boulevard X X X165th Street X XMerrick Boulevard X X
Atlantic Avenue @ Van Wyck Southbound Service Road X XVan Wyck Northbound Service Road X X
Liberty Avenue @ Sutphin Boulevard X X X150th Street X X XGuy R Brewer Boulevard X X XMerrick Boulevard X X X X
South Road @ Guy R Brewer Boulevard X
Unsignalized IntersectionJamaica Avenue @ 178th Street X
Total Intersections by Peak Hour 31 17 26 19
Total Intersections Listed 36X - Impacts to one or more movements in the peak hour.
June 29, 2007
Chapter 16: Traffic and Parking
16-21
on the westbound left turn movement would increase from 134.5 seconds (LOS F) without the proposed actions to 912.2 seconds (LOS F) with the proposed actions. The westbound left turn movement would also be impacted during the Saturday midday peak hour (34.9 seconds and LOS C under No-Action conditions worsening to 167.6 seconds and LOS F under With-Action conditions).
Hillside Avenue and 153rd Street would have impacted movements in the AM and PM peak hours. The AM peak hour level of service at the westbound approach would decline from LOS C (23.9 seconds) to LOS E (86.8 seconds) from No-Action to With-Action conditions. The PM peak hour level of service at the PM peak hour would decline from LOS B (17.9 seconds) to LOS E (58.8 seconds) from No-Action to With-Action conditions.
Hillside Avenue and Parsons Boulevard would have impacted movements in all peak hours. The eastbound left turn movement would be impacted in the AM peak hour with the LOS remaining F but the delay increasing from 83.6 seconds to 99.3 seconds; in the midday peak hour, the delay would increase from 48.8 seconds (LOS D) to 67.0 seconds (LOS E); in the PM peak hour, the delay would increase from 68.1 seconds (LOS E) to 182.3 seconds (LOS F); and in the Saturday midday peak hour, the delay would increase from 54.8 seconds (LOS D) to 78.9 seconds (LOS E). The westbound through-right turn movement’s delay would increase from 135.3 seconds (LOS F) to 265.0 seconds (LOS F) in the AM peak hour; from 40.1 seconds (LOS D) to 66.8 seconds (LOS E) in the midday peak hour; from 54.1 seconds (LOS D) to 87.8 seconds (LOS F) in the PM peak hour; and from 43.9 seconds (LOS D) to 88.9 seconds (LOS E) in the Saturday midday peak hour. Additionally, in the AM peak hour, the southbound left turn movement would be impacted with the delay increasing from 96.3 seconds to 125.4 seconds (remains LOS F), and the northbound through movement would be impacted with the delay increasing from 70.4 seconds to 74.8 seconds (remains LOS E). In the PM peak hour, the eastbound through movement would be impacted with the delay increasing from 39.1 seconds (LOS D) to 151.7 (LOS F); the westbound left turn movement’s delay would increase from 51.6 seconds (LOS D) to 58.3 seconds (LOS E); and the delay on the southbound left turn movement would increase from 64.1 seconds (LOS E) to 85.3 seconds (LOS F). In the Saturday midday peak hour, the westbound left turn lane would be impacted with the delay increasing from 34.5 seconds (LOS C) to 45.5 seconds (LOS D).
The Hillside Avenue and 161st Street intersection would have an impacted movement in the AM and PM peak hours. The westbound through movement delay would increase from 23.4 seconds (LOS C) to 70.9 seconds (LOS E) in the AM peak hour, and the eastbound through movement delay would increase from 18.3 seconds (LOS B) to 50.5 seconds (LOS D).
The intersection of Hillside Avenue and 162nd Street would have impacted movements during all peak hours. The westbound left turn movement would be impacted in the AM peak hour with the delay at 79.1 seconds (LOS E) compared to 38.2 seconds (LOS D) under No-Action conditions; in the midday peak hour the delay would be 54.2 seconds (LOS D) under With-Action conditions compared to 25.2 seconds (LOS C) under No-Action conditions; the PM peak hour delay would be 464.4 seconds (LOS F) versus 366.3 seconds (LOS F) under No-Action conditions; and in the Saturday midday peak hour, the delay would increase from 67.9 seconds (LOS E) to 252.4 seconds (LOS F). Additionally, during the AM peak hour, the westbound through movement would be impacted with the delay increasing from 17.7 seconds (LOS B) to 51.6 seconds (LOS D); and during the PM peak hour, the eastbound approach would be impacted with the delay increasing from 29.3 seconds (LOS C) to 111.8 seconds (LOS F).
Jamaica Plan EIS
16-22
89th Avenue Corridor
The only impact on the 89th Avenue corridor would occur at 89th Avenue and Sutphin Boulevard during the AM peak hour. The westbound approach would be impacted with the delay increasing from 51.0 seconds (LOS D) to 58.7 seconds (LOS E). The southbound approach would be impacted with the delay increasing from 12.2 seconds (LOS B) to 46.5 seconds (LOS D).
Jamaica Avenue Corridor
The intersection of Jamaica Avenue and the Van Wyck Expressway Southbound Service Road would have impacted approaches during the AM and PM peak hours. The southbound approach would be impacted in the AM peak hour with the delay increasing from 66.4 seconds (LOS E) to 96.2 seconds (LOS F), and in the PM peak hour with the delay increasing from 73.6 seconds (LOS E) to 93.3 seconds (LOS F).
Jamaica Avenue and the Van Wyck Expressway Northbound Service Road would have impacted approaches during all analyzed weekday peak hours. The northbound approach would operate at LOS F under No-Action and With-Action conditions in the weekday peak hours with the delay increasing from 120.6 seconds to 139.8 seconds in the AM peak hour, from 123.6 seconds to 155.3 seconds in the midday peak hour, and 127.0 seconds to 207.5 seconds in the PM peak hour.
At the intersection of Jamaica Avenue and Queens Boulevard impacts would occur in all weekday peak hours. A new eastbound defacto left turn would operate at LOS F with 111.0 seconds of delay. The eastbound left through movement’s delay would increase from 38.6 seconds to 47.9 seconds (both LOS D) in the midday peak hour, and from 36.9 seconds to 46.7 seconds (both LOS D) in the PM peak hour.
The intersection of Jamaica Avenue and Sutphin Boulevard would have impacted approaches in the AM, midday and PM peak hours. In the AM peak hour, the eastbound approach would be impacted with the delay increasing from 40.7 seconds (LOS D) to 50.0 seconds (LOS D). In the midday peak hour, eastbound approach would be impacted with the delay increasing from 35.7 seconds to 45.3 seconds (remains LOS D). In the PM peak hour, the eastbound approach would be impacted with the delay increasing from 61.3 seconds (LOS E) to 98.2 seconds (LOS F).
At Jamaica Avenue and 150th Street, significant impacts would occur during all analyzed peak hours at the westbound and northbound approaches. In the AM peak hour, the westbound approach would have a delay increase from 180.4 seconds (LOS F) to 479.1 seconds (LOS F), and the northbound approach would have a delay increase from 227.7 seconds (LOS F) to 284.6 seconds (LOS F). In the midday peak hour, the westbound approach would have a delay increase from 32.9 seconds (LOS C) to 74.7 seconds (LOS E), and the northbound approach delay would increase from 52.2 seconds (LOS D) to 62.3 seconds (LOS E). In the PM peak hour, the westbound delay would increase from 115.7 seconds (LOS F) to 252.8 seconds (LOS F), and the northbound delay would increase from 139.6 seconds (LOS F) to 191.5 seconds (LOS F). In the Saturday midday peak hour, the westbound approach would have a delay increase from 48.5 seconds (LOS D) to 128.1 seconds (LOS F), and the northbound approach delay would increase from 43.4 seconds (LOS D) to 53.3 seconds (LOS D).
Jamaica Avenue and Parsons Boulevard would have impacted movements in the AM and Saturday midday peak hours. The eastbound left turn movement would be impacted in the AM peak hour with the delay increasing from 70.1 (LOS E) seconds to 575.8 seconds (LOS F). The
Chapter 16: Traffic and Parking
16-23
westbound through movement would be impacted with the delay increasing from 69.5 seconds (LOS E) to 185.3 seconds (LOS F). In the Saturday midday peak hour, the westbound left turn movement would be impacted with the delay increasing from 37.0 seconds (LOS D) to 47.0 seconds (LOS D).
The intersection at Jamaica Avenue and 160th Street would be impacted in the AM peak hour at the westbound through lane group with the delay increasing from 49.5 seconds (LOS D) to 128.8 seconds (LOS F).
At the intersection of Jamaica Avenue and Union Hall Street/162nd Street, significant impacts would occur during all peak hours except the PM peak hour. The westbound approach would be impacted with an increase in delay from 130.3 seconds (LOS F) to 244.1 seconds (LOS F) in the AM peak hour, from 72.1 seconds (LOS E) to 97.4 seconds (LOS F) in the midday peak hour, and from 42.9 seconds (LOS D) to 68.4 seconds (LOS E) in the Saturday midday peak hour.
The Jamaica Avenue and 163rd Street/Guy R. Brewer intersection would have an impacted approach in the AM peak hour. The westbound left turn-through lane group would be impacted with an increase in delay from 42.3 seconds (LOS D) to 109.1 seconds (LOS F) in the AM peak hour.
At Jamaica Avenue and 164th Street the westbound approach would be impacted in the AM peak hour with an increase in delay from 49.8 seconds (LOS D) to 100.8 seconds (LOS F). The southbound right turn lane would also be impacted in the AM peak hour with an increase in delay from 45.3 seconds to 50.8 seconds (both LOS D).
Jamaica Avenue and 165th Street would have an impacted approach during the AM peak hour. The westbound approach would be impacted during the AM peak hour with LOS E (75.6 seconds of delay) versus LOS C (33.9 seconds of delay) under No-Action conditions.
The intersection at Jamaica Avenue and Merrick Boulevard would have impacted approaches during all analyzed peak hours. The westbound approach would be impacted with a delay increase from 213.2 seconds (LOS F) to 326.9 seconds (LOS F) during the AM peak hour, from 73.2 seconds (LOS E) to 114.5 seconds (LOS F) during the midday peak hour, from 150.2 seconds (LOS F) to 244.7 seconds (LOS F) in the PM peak hour, and from 209.5 seconds (LOS F) to 317.9 seconds (LOS F) in the Saturday midday peak hour.
Archer Avenue Corridor
The intersection of Archer Avenue and 150th Street would be impacted at the westbound left turn movement during the AM and PM peak hours. The delay would increase from 136.7 seconds (LOS F) to 143.1 seconds (LOS F) during the AM peak hour, and from 100.9 seconds (LOS F) to 103.9 seconds (LOS F) during the PM peak hour.
At Archer Avenue and 160th Street, movements would be impacted during the AM and PM peak hours. In the AM peak hour, the eastbound left turn and through approach would be impacted with the delay increasing from 156.4 seconds (LOS F) to 164.9 seconds (LOS F), and the westbound approach would be impacted with the delay increasing from 58.2 seconds (LOS E) to 68.4 seconds (LOS E). In the PM peak hour, the delay on the eastbound left turn-through approach would increase from 62.5 seconds (LOS E) to 96.9 seconds (LOS F).
Archer Avenue and Guy R. Brewer Boulevard would have impacted movements in the midday, PM, and Saturday midday peak hours. In the midday peak hour, the eastbound approach would be impacted with a delay increase from 59.4 seconds (LOS E) to 67.8 seconds (LOS E). In the
Jamaica Plan EIS
16-24
PM peak hour, the eastbound approach would be impacted with a delay increase from 107.6 seconds (LOS F) to 122.0 seconds (LOS F), and the westbound left turn movement would be impacted with a delay increase from 55.9 seconds (LOS E) to 61.2 seconds (LOS E). The eastbound approach would also be impacted in the Saturday midday peak hour, with a delay increase from 78.9 seconds (LOS E) to 97.5 seconds (LOS F).
The Archer Avenue and 165th Street intersection would have impacted lane groups in the PM and Saturday midday peak hours. The eastbound approach would be impacted during the PM peak hour with a delay increase from 128.4 seconds (LOS F) to 140.5 seconds (LOS F), and during the Saturday midday peak hour with a delay increase from 116.8 seconds (LOS F) to 135.1 seconds (LOS F). The westbound approach would be impacted in the Saturday midday peak hour with a delay increase from 84.1 seconds (LOS F) to 94.1 seconds (LOS F).
The intersection of Archer Avenue and Merrick Boulevard would have impacted locations during the PM and Saturday midday peak hours. The westbound approach would be impacted during the PM peak hour, with a delay increase from 126.5 seconds (LOS F) to 132.4 seconds (LOS F) in the PM peak hour. The westbound defacto left turn movement would be impacted in the Saturday midday peak hour with the delay increasing from 147.8 seconds (LOS F) to 175.4 seconds (LOS F).
Atlantic Avenue/94th Avenue Corridor
There would be impacted movements during the AM and PM peak hours at the intersection of Atlantic Avenue and the Van Wyck Expressway Southbound Service Road. The southbound approach would be impacted with a delay increase from 29.6 seconds (LOS C) to 57.7 seconds (LOS D) in the AM peak hour, and a delay increase from 93.4 seconds (LOS F) to 114.0 seconds (LOS F) in the PM peak hour.
Impacted movements would occur at Atlantic Avenue and the Van Wyck Expressway Northbound Service Road under the proposed actions during the midday and Saturday midday peak hours. The eastbound left turn approach would be impacted during the midday peak hour with a delay increase from 51.3 seconds (LOS D) to 66.5 seconds (LOS E). The eastbound left turn approach would be impacted in the PM peak hour with a delay increase from 68.7 seconds (LOS E) to 103.2 seconds (LOS F).
Liberty Avenue Corridor
The Liberty Avenue and Sutphin Boulevard intersection would have impacted locations during the AM, PM and Saturday midday peak hours. The eastbound left turn movement would be impacted in the AM peak hour with the delay increasing from 45.7 seconds (LOS D) to 129.3 seconds (LOS F); and in the PM peak hour, the delay would increase from 92.0 seconds (LOS F) to 151.1 seconds (LOS F). The northbound approach would be impacted in the AM peak hour with the delay increasing from 30.4 seconds (LOS C) to 56.7 seconds (LOS E). The southbound approach would be impacted with the delay increasing from 63.0 seconds (LOS E) to 124.1 seconds (LOS F) in the AM peak hour and from 300.1 seconds (LOS F) to 404.4 seconds (LOS F) in the PM peak hour. The southbound approach would also be impacted in the Saturday midday peak hour with the delay increasing from 54.4 seconds (LOS D) under No-Action conditions to 101.8 seconds (LOS F) with the proposed actions.
The intersection of Liberty Avenue and 150th Street would have impacts on the southbound approach during the AM, PM and Saturday midday peak hours. The delay would increase from 192.4 seconds (LOS F) to 298.0 seconds (LOS F) in the AM peak hour, from 68.6 seconds (LOS
Chapter 16: Traffic and Parking
16-25
E) to 87.5 seconds (LOS F) in the PM peak hour, and from 38.3 seconds (LOS D) to 61.7 seconds (LOS E) in the Saturday midday peak hour.
The Liberty Avenue at Guy R. Brewer Boulevard would have impacted locations during the AM, PM and Saturday midday peak hours. The northbound approach would be impacted during all of those peak hours with a delay increase from 112.9 seconds (LOS F) to 290.0 seconds (LOS F) in the AM peak hour, from 60.4 (LOS E) to 130.0 seconds (LOS F) in the PM peak hour, and from 30.4 seconds to 68.7 seconds (LOS E) in the Saturday midday peak hour. The westbound through-right turn lane group would be impacted in the AM peak hour with LOS F (127.0 seconds of delay) versus LOS E (73.4 seconds of delay) under No-Action conditions. The eastbound through-right turn lane group would be impacted in the PM peak hour with an increase in delay from 23.9 seconds (LOS C) to 69.3 seconds (LOS E).
The intersection at Liberty Avenue and Merrick Boulevard would have impacted locations during all four analyzed peak hours. The westbound left turn movement would be impacted during the PM peak hour with a delay increase from 36.9 seconds (LOS D) to 71.5 seconds (LOS E). The southbound approach would be impacted during all analyzed peak hours with a delay increase from 114.9 seconds (LOS F) to 136.4 seconds (LOS F) in the AM peak hour, from 39.0 seconds (LOS D) to 46.5 seconds (LOS D) in the midday peak hour, from 150.8 seconds (LOS F) to 169.2 seconds (LOS F) in the PM peak hour, and 133.5 seconds (LOS F) to 175.6 seconds (LOS F) in the Saturday midday peak hour.
Other Non-Corridor Locations
Off of the principal corridors, the intersection of South Road and Guy R. Brewer Boulevard would be impacted during the PM peak hour at the southbound approach. The delay would increase from 27.5 seconds (LOS C) to 45.3 seconds (LOS D).
Unsignalized Intersection As shown in Table 16-13, the only analyzed unsignalized intersection (Jamaica Avenue and 178th Street) would be impacted during the AM peak hour at the northbound lane groups. The northbound left turn-through lane group would be impacted with a delay increase from 123.6 seconds (LOS F) under No-Action conditions to 200.0 seconds (LOS F) under With-Action conditions. The northbound through-right turn lane group would be impacted with a delay increase from 107.3 seconds (LOS F) to 180.8 seconds (LOS F).
PARKING
The number of off-street public parking spaces would increase by 1,040 spaces in the AM and midday hours, and 1,110 spaces over night; and the number of on-street metered public parking spaces would not change as a result of the proposed actions. The demand for public parking spaces would increase compared to No-Action conditions. It is assumed that development sites would provide accessory parking, and two of those projected development sites, 298-URA and 192-JC3, would provide public parking for 250 cars and 900 cars, respectively. Development as a result of the proposed actions at Projected Development Site 337-AT3 would eliminate two public parking facilities (sites 7 and 19 in Figure 16-6), thereby reducing the off-street public parking spaces by 110 in the AM and midday periods, and 70 overnight (parking site 7 is closed overnight). This change in the off-street public parking capacity in each parking study area is shown in Table 5 in Appendix H.
Jamaica Plan EIS
16-26
OFF-STREET
The proposed actions would increase the overall accessory parking capacity at projected development sites by 19 spaces with a mixture of increases and decreases in the various parking study areas. The entire decrease would occur in the Downtown Jamaica Core area (1,193 spaces), and there would be increases in accessory parking supply in all other parking study areas (see Table 6 in Appendix H). It is assumed that all vehicles would park in their accessory parking areas, and any excess demand would be added to the demand for parking at public parking facilities. A total of approximately 1,062, 2,881, and 786 additional cars in the AM, midday and overnight periods, respectively, would not be accommodated in accessory parking facilities as a result of the proposed actions and would seek parking in public facilities. Table 16-15 shows the net change in overall weekday hourly parking demand in the future with the proposed actions compared to No-Action conditions. Table 6 in Appendix H shows how the excess parking demand would affect each parking study area. The Downtown Jamaica Core study area would have a net loss of 1,193 accessory parking spaces, and combined with a net gain in demand of up to 1,212 spaces in the midday period, there would be a shortfall in accessory parking in this area of up to 1,452 spaces in the midday. Those vehicles would have to find parking in public facilities. There would also be shortfalls in accessory parking within the Sutphin Boulevard (South) corridor in the AM and midday periods; and in other areas for the entire day. These deficits in accessory parking spaces would increase demand for public parking.
Table 16-16 and Table 7 in Appendix H show the overall affect on the public parking system under With-Action conditions. As shown in the table, under With-Action conditions there would be an overall deficit of about 2,165 spaces in the midday. During the AM period there would be a 65 percent utilization rate, a utilization rate of 133 percent in the midday, and a utilization rate of 52 percent overnight. However, localized deficits would occur in the AM period in the Hillside Avenue (East) corridor with a deficit of 47 spaces, and continue to occur where no off-street public parking exist or are anticipated in the future in all hours.
Off-street parking utilization levels would be above capacity during the midday period with the proposed actions. Overnight, the project’s residents at the other areas where no off-street parking exists (at the southwest corner of the area affected by the proposed actions and 157th Street and South Road with a deficit of 19 spaces total) may choose to park in an off-street parking facilities within the Downtown Jamaica Core or curbside near their residence. Ample curbside parking with street cleaning regulations is available throughout most of the area affected by the proposed actions with the exception of in the Downtown Jamaica Core parking study area. There would be significant parking impacts in the midday period, and as noted in Chapter 22, “Mitigation,” no parking mitigation is proposed, and this midday shortfall at off-street public parking facilities would remain. Generally, no nearby off-street public parking exists outside of the area affected by the proposed actions, therefore, the unsatisfied demand for parking spaces at the midday period would result in vehicles parking on-street at non-metered curbside spaces regulated by street cleaning rules and motorists walking greater distances to their destinations.
ON-STREET
The on-street midday supply is assumed to remain unchanged in the future with the proposed actions. The 1,255 metered spaces are expected to remain at capacity. There would be no available metered curbside spaces to relieve the projected over-capacity conditions on the off-street public parking system.
Tabl
e 16
-15
Wee
kday
Net
Par
king
Dem
and
From
the
Prop
osed
Act
ion
THIS
TA
BLE
HA
S B
EEN
REV
ISED
FO
R T
HE
FEIS
Offi
ceR
esid
entia
lD
estin
atio
nN
eigh
.H
otel
Indu
stria
lSo
c. S
vce.
Prof
essi
onal
Hos
pita
lM
edic
alH
ouse
of
Com
mun
ityTo
tal N
et(1
)(2
)R
etai
l (3)
Ret
ail (
4)(5
)(1
)O
ffice
(1)
Scho
ol (6
)(7
)O
ffice
(8)
Wor
ship
(9)
Cen
ter (
9)D
eman
d
12:0
0-
1:
00A
M0
2,28
00
022
50
00
220
00
2,52
71
:00
-2
:00
02,
317
00
225
00
022
00
02,
564
2:0
0-
3:
000
2,31
70
022
50
00
240
00
2,56
63
:00
-4
:00
02,
317
00
225
00
024
00
02,
566
4:0
0-
5:
000
2,31
70
022
50
00
280
00
2,57
05
:00
-6
:00
02,
277
00
225
00
040
00
02,
542
6:0
0-
7:
000
2,07
80
022
30
00
650
50
2,37
17
:00
-8
:00
179
1,75
934
122
4-1
11
182
113
12,
285
8:0
0-
9:
001,
280
1,36
353
122
2-1
4017
596
1015
12,
923
9:0
0-
10:
002,
113
1,20
486
122
0-2
0931
911
49
71
3,58
610
:00
-11
:00
2,16
91,
165
154
521
8-2
1631
912
29
101
3,67
711
:00
-12
:00
2,14
61,
165
203
621
4-2
3431
812
310
141
3,68
712
:00
-1
:00
PM
2,13
21,
172
235
622
2-2
3430
712
310
141
3,71
81
:00
-2
:00
2,13
91,
132
244
522
2-2
3831
712
210
171
3,69
22
:00
-3
:00
2,13
01,
211
228
422
0-2
2031
611
910
181
3,75
83
:00
-4
:00
2,09
91,
410
206
522
0-2
0031
510
911
181
3,91
54
:00
-5
:00
1,47
51,
649
190
722
2-1
3122
481
1023
13,
553
5:0
0-
6:
0022
41,
882
171
722
5-3
63
368
224
02,
573
6:0
0-
7:
0042
2,12
117
35
227
-25
13
521
240
2,62
47
:00
-8
:00
02,
232
199
122
9-6
02
360
210
2,71
48
:00
-9
:00
02,
311
145
022
90
00
270
120
2,72
49
:00
-10
:00
02,
311
490
228
00
023
06
02,
617
10:0
0-
11:
000
2,28
420
022
50
00
220
00
2,55
111
:00
-12
:00
02,
243
00
225
00
022
00
02,
490
Not
es:
(1) P
atte
rn b
ased
on
Pus
hkar
ev a
nd Z
upan
, Tab
le 2
.7 o
ffice
, sha
rp p
eak.
Acc
ount
s fo
r low
er m
idda
y m
ode
shar
e.(2
) Pat
tern
bas
ed o
n H
udso
n Y
ards
EIS
. Ove
rnig
ht d
eman
d us
es 0
.65
auto
s/ho
useh
old
base
d on
200
0 C
ensu
s da
ta.
(3) P
atte
rn b
ased
on
ITE
Trip
Gen
erat
ion,
7th
Edi
tion
Land
Use
Cod
e 82
0.(4
) Pat
tern
bas
ed o
n N
orth
ern
Bou
leva
rd S
hops
EA
S(5
) Pat
tern
bas
ed o
n da
ta c
olle
cted
at t
he L
aGua
rdia
Cro
wne
Pla
za.
LaG
uard
ia H
ampt
on In
n E
AS
, Jan
uary
200
1, T
able
C-6
.(6
) Pat
tern
bas
ed o
n M
etro
tech
EIS
, 198
7, T
able
IV-3
.(7
) Pat
tern
bas
ed o
n M
onte
fiore
Med
ical
Cen
ter P
arki
ng G
arag
e E
AS
, Oct
ober
199
6, T
able
C.5
.(8
) Pat
tern
bas
ed o
n 50
6 E
ast 7
6th
Stre
t Rez
onin
g D
EIS
, Tab
le C
-8.
(9) P
atte
rn b
ased
on
Hud
son
Yar
ds E
IS.
June
29,
200
7
Table 16-162015 With-Action Off-Street Parking Utilization
THIS TABLE HAS BEEN REVISED FOR THE FEIS
2015 With-Action Accessory Capacity and Demand at Projected Development Sites
AM Period Midday Period Overnight PeriodExcess/ Excess/ Excess/
Accessory Accessory Accessory Public Accessory AccessoryAccessory Public AccessoryAccessoryAccessory PublicCapacity Demand Utilization Demand (1) Capacity Demand Utilization Demand (1) Capacity Demand Utilization Demand (1)
Downtown Jamaica Core 1,854 2,638 142% 784 1,854 3,253 175% 1,399 1,854 2,542 137% 688Hillside Avenue (East) 374 395 106% 21 374 419 112% 45 374 399 107% 25Sutphin Blvd (South) 1,416 1,589 112% 173 1,416 2,695 190% 1,279 1,416 636 45% 0Jamaica Avenue (East) 460 261 57% 0 460 403 88% 0 460 237 52% 0Guy R. Brewer (South) 119 132 111% 13 119 165 138% 46 119 120 100% 1Merrick Boulevard (South) 89 141 158% 52 89 167 188% 78 89 142 160% 53Other Areas 34 53 156% 19 34 68 200% 34 34 53 156% 19
Total 4,346 5,209 120% 1,062 4,346 7,170 165% 2,881 4,346 4,129 95% 786
2015 With-Action Public Parking Demand
AM Period Midday Period Overnight PeriodAvailable Available Available
Public Public Public Public Public Public Public Public Public Public Public PublicCapacity Demand Spaces Utilization Capacity Demand Spaces Utilization Capacity Demand Spaces Utilization
Downtown Jamaica Core 5,847 3,416 2,431 58% 5,847 6,209 -362 106% 4,328 2,263 2,065 52%Hillside Avenue (East) 341 388 -47 114% 341 648 -307 190% 291 174 117 60%Sutphin Blvd (South) 300 287 14 96% 300 1,456 -1,156 485% 250 4 246 2%Jamaica Avenue (East) 0 0 0 -- 0 115 -115 -- 0 0 0 --Guy R. Brewer (South) 0 13 -13 -- 0 46 -46 -- 0 1 -1 --Merrick Boulevard (South) 0 83 -83 -- 0 145 -145 -- 0 53 -53 --Other Areas 0 19 -19 -- 0 34 -34 -- 0 19 -19 --
6,488 4,205 2,283 65% 6,488 8,653 -2,165 133% 4,869 2,513 2,356 52%
(1) - Overflow parking demand that cannot be accommodated by the accessory requirements, which would be added to the public parking demand.
June 29, 2007
Chapter 16: Traffic and Parking
16-27
E. SUMMARY This chapter analyzes the effects of added traffic and parking demand from the projected development sites on the Downtown Jamaica street network during the weekday AM, midday and PM, and Saturday midday peak hours. The results of the analyses show that project demand would create significant traffic impacts (see Tables 16-12, 16-13 and 16-14), with the AM peak hour having the most impacts, with 31 impacted intersections (30 signalized and one unsignalized), followed by the PM, the Saturday midday and the midday, with 26, 19 and 17 impacted intersections, respectively. The proposed actions would result in a shortfall in the supply of public parking in the within the area affected by the proposed actions during the midday peak period. Chapter 22, “Mitigation,” of this FEIS provides a description of measures to be developed to mitigate the traffic impacts identified in this chapter.