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APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman...

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May 2017 Final Design Report / Environmental Assessment PIN 8823.48 APPENDIX C: TRAFFIC C-1A TRAFFIC SIGNAL INVENTORY C-1B VMS INVENTORY C-2 TRAFFIC AVERAGE TRAVEL SPEED C-3 NY- 59 SYNCHRO VOLUMES AND LOS SUMMARY C-4 I-287 AIMSUN TRAFFIC METRICS
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Page 1: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

May 2017 Final Design Report / Environmental Assessment PIN 8823.48

APPENDIX C: TRAFFIC

C-1A TRAFFIC SIGNAL INVENTORY

C-1B VMS INVENTORY

C-2 TRAFFIC AVERAGE TRAVEL SPEED

C-3 NY- 59 SYNCHRO VOLUMES AND LOS SUMMARY

C-4 I-287 AIMSUN TRAFFIC METRICS

Page 2: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

June 2017 Final Design Report / Environmental Assessment PIN 8823.48

C-1A: TRAFFIC SIGNAL INVENTORY

Page 3: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

NO. ID Owner Corridor Latitude Longitude Mile Marker

LOCATION County Village Town/City TYPE Controller Unit Model

Controller Unit Make

Full Upgrade Required

Cabinet Upgrade

Controller Upgrade

Software Upgrade

1 TS_001 NYSDOT NY-59 41.11714 -74.1549 1.4 NY-59 and US-202 (Wayne Ave.)

Rockland Suffern Ramapo Actuated 2070 NA No Yes Yes Yes

2 TS_002 NYSDOT NY-59 41.11636 -74.1546 1.5 NY-59 and US-202 (Orange Ave.)

Rockland Suffern Ramapo Actuated 2070 NA No Yes Yes Yes

3 TS_003 NYSDOT NY-59 41.11583 -74.1524 1.6 NY-59 and Chestnut St. Rockland Suffern Ramapo Actuated 2070 NA No Yes Yes Yes

4 TS_004 NYSDOT NY-59 41.11492 -74.1496 1.8 NY-59 and Washington Ave Rockland Suffern Ramapo Semi-Actuated

2070 NA Yes Yes Yes Yes

5 TS_005 NYSDOT NY-59 41.11255 -74.1373 2.5 NY-59 and Hillcrest Rd. Rockland Suffern Ramapo Semi-Actuated

2070 NA No Yes Yes Yes

6 TS_006 NYSDOT NY-59 41.11254 -74.131 2.8 NY-59 and Hemion Rd./Campbell

Rockland Suffern Ramapo Semi-Actuated

2070 NA No Yes Yes Yes

7 TS_007 NYSDOT NY-59 41.11232 -74.1143 3.7 NY-59 and Airmont Rd. Rockland Airmont Ramapo Actuated 2070 NA No Yes Yes Yes

8 TS_008 Town of Ramapo

CR-89 41.11435 -74.1139 Airmont Rd. and DeBaun Ave. Rockland Airmont Ramapo NA 2070 Trafficware 2070E

No Yes Yes Yes

9 TS_009 Town of Ramapo

CR-89 41.11596 -74.1133 Airmont Rd. and I-87 EB Ramps (Exit 14B)

Rockland Airmont Ramapo NA 2070 Trafficware 2070E

No Yes Yes Yes

10 TS_010 Town of Ramapo

CR-89 41.11707 -74.112 Airmont Rd. and I-87 Wb Ramps (Exit 14B)

Rockland Airmont Ramapo NA 2070 Trafficware 2070E

No Yes Yes Yes

11 TS_011 Town of Ramapo

CR-89 41.11746 -74.1114 Airmont Rd. and Executive Blvd.

Rockland Airmont Ramapo NA 2070 Trafficware 2070E

No Yes Yes Yes

12 TS_012 Town of Ramapo

CR-89 41.11864 -74.1103 Airmont Rd. and Montebello Rd.

Rockland Airmont Ramapo NA 2070 Trafficware 2070E

No Yes Yes Yes

13 TS_013 Private 41.11176 -74.1082 4 NY-59 and Richgold Shopping Center/Walmart

Rockland Airmont Ramapo Semi-Actuated

Unknown NA Yes No Yes Yes

14 TS_015 NYSDOT NY-59 41.11107 -74.0998 4.5 NY-59 and Cherry/Spook Rock Rd.

Rockland Airmont Ramapo Actuated 2070 NA No Yes Yes Yes

15 TS_016 NYSDOT NY-59 41.11014 -74.0899 5 NY-59 and College/New County Rd.

Rockland Airmont Ramapo Semi-Actuated

2070 NA Yes Yes Yes Yes

16 TS_017 NYSDOT NY-59 41.10905 -74.0808 5.5 NY-59 and Remsen Ave. Rockland Monsey Ramapo Actuated 2070 NA No Yes Yes Yes

17 TS_018 NYSDOT NY-59 41.10729 -74.0696 6.1 NY-59 and Saddle River Rd. (NY-306)

Rockland Monsey Ramapo Actuated 2070 NA No Yes Yes Yes

18 TS_019 NYSDOT NY-59 41.10781 -74.0646 6.4 NY-59 and Robert Pitt Dr. Rockland Monsey Ramapo Semi-Actuated

2070 NA No Yes Yes Yes

19 TS_020 NYSDOT NY-59 41.10854 -74.0581 6.7 NY-59 and Kennedy Dr. Rockland Spring Valley

Ramapo Actuated 2070 NA No Yes Yes Yes

20 TS_021 NYSDOT NY-59 41.10941 -74.0504 7.1 NY-59 and West St. Rockland Spring Valley

Ramapo Semi-Actuated

2070 NA No Yes Yes Yes

21 TS_022 NYSDOT NY-59 41.10936 -74.0463 7.4 NY-59 and Madison Ave. Rockland Spring Valley

Ramapo Semi-Actuated

2070 NA No Yes Yes Yes

22 TS_025 NYSDOT NY-45 41.11184 -74.0449 3.2 NY-45 (Main St.) and Municipal Plaza

Rockland Spring Valley

Ramapo Semi-Actuated

2070 Trafficware 2070E

Yes Yes Yes Yes

23 TS_026 NYSDOT NY-45 41.11243 -74.0448 3.3 NY-45 (Main St.) and Lawrence/Commerce St.

Rockland Spring Valley

Ramapo Semi-Actuated

2070 Trafficware 2070E

Yes Yes Yes Yes

24 TS_028 NYSDOT NY-59 41.10906 -74.0445 7.5 NY-59 and Main St. (NY-45) Rockland Spring Valley

Ramapo Actuated 2070 NA No Yes Yes Yes

25 TS_030 NYSDOT NY-59 41.10842 -74.0402 7.7 NY-59 and Central Ave/Dutch Ln.

Rockland Spring Valley

Ramapo Semi-Actuated

2070 NA No Yes Yes Yes

26 TS_035 NYSDOT NY-59 41.10428 -74.0315 8.2 NY-59 and New Clarkstown Rd.

Rockland Spring Valley

Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

27 TS_036 Town of Clarkstown

New Clarkstown Rd

41.10496 -74.0307 New Clarkstown Rd. and Perlman/Spring Valley Marketplace

Rockland Spring Valley

Clarkstown NA 2070 Trafficware 2070E

No Yes Yes Yes

Page 4: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14

Rockland Spring Valley

Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

29 TS_040 NYSDOT NY-59 41.10135 -74.0253 8.6 NY-59 and Old Turnpike Way Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

30 TS_041 NYSDOT NY-59 41.10079 -74.0236 8.7 NY-59 and EB I-87 Ramps/Grandview (Exit 14)

Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

31 TS_042 Private NY-59 41.09972 -74.0207 8.9 NY-59 and Easement Rd./ Home Depot (wb only)

Rockland Nanuet Clarkstown NA 2070 NA No Yes Yes Yes

32 TS_043 NYSDOT NY-59 41.09919 -74.0195 9 NY-59 and Hutton Ave. Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

33 TS_044 NYSDOT NY-59 41.09823 -74.0161 9.1 NY-59 and Shops at Nanuet (Sears Access)

Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

34 TS_045 Private NY-59 41.09769 -74.0147 9.2 NY-59 and Shops at Nanuet (Fashion Dr.)

Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

35 TS_049 NYSDOT NY-59 41.09704 -74.0119 9.4 NY-59 and Middletown Rd. Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

36 TS_051 NYSDOT NY-59 41.09571 -74.0081 9.6 NY-59 and College Ave. Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

37 TS_054 Private NY-59 41.09336 -74.0019 10 NY-59 and Rockland Center Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

38 TS_055 NYSDOT NY-59 41.09252 -73.9996 10.1 NY-59 and Smith St. Rockland Nanuet Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

39 TS_059 NYSDOT NY-59 41.09147 -73.9776 11.3 NY-59 and Crosfield Ave. Rockland West Nyack

Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

40 TS_062 NYSDOT NY-59 41.0944 -73.9589 12.3 NY-59 and Palisades Center Dr.

Rockland West Nyack

Clarkstown Actuated 2070 NA No Yes Yes Yes

41 TS_063 Private Palisades Center Dr

41.09536 -73.9587 Palisades Center Dr. (from NY-59) and Palisades Center Ring Rd.

Rockland West Nyack

Clarkstown NA 2070 Trafficware 2070E

No Yes Yes Yes

42 TS_064 Private Palisades Center Dr

41.09993 -73.9568 North Palisades Center Dr. and Palisades Center Ring Rd.

Rockland West Nyack

Clarkstown NA 2070 Trafficware 2070E

No Yes Yes Yes

43 TS_065 Town of Clarkstown

Palisades Center Dr

41.10117 -73.956 North Palisades Center Dr. and Snake Hill Rd.

Rockland West Nyack

Clarkstown Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

44 TS_066 Private Palisades Center Dr

41.09985 -73.9556 Palisades Center Ring Rd. and Palisades Center Dr. (garage access)

Rockland West Nyack

Clarkstown NA 2070 Trafficware 2070E

No Yes Yes Yes

45 TS_067 Private Palisades Center Dr

41.10196 -73.9544 North Palisades Center Dr. and I-87 Wb ramps (Exit 12)

Rockland West Nyack

Clarkstown NA 2070 Trafficware 2070E

No Yes Yes Yes

46 TS_068 Private Palisades Center Dr

41.09869 -73.9541 Palisades Center Ring Rd. and I-87 Eb ramps (Exit 12)

Rockland West Nyack

Clarkstown NA 2070 Trafficware 2070E

No Yes Yes Yes

47 TS_069 NYSDOT NY-303 41.10241 -73.952 6.1 NY-303 and North Palisades Center Dr.

Rockland West Nyack

Clarkstown Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

48 TS_071 NYSDOT NY-303 41.09861 -73.9509 5.9 NY-303 and Palisades Center Dr./I-87 EB on ramp (Exit 12)

Rockland West Nyack

Clarkstown Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

49 TS_072 Private NY-303 41.09702 -73.9504 5.8 NY-303 and East Palisades Center Dr.

Rockland West Nyack

Clarkstown Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

50 TS_073 NYSDOT NY-59 41.09309 -73.947 13 NY-59 and Old Nyack Turnpike/The Hub shopping plaza

Rockland West Nyack

Clarkstown Semi-Actuated

2070 NA No Yes Yes Yes

51 TS_074 NYSDOT NY-59 41.09445 -73.9361 13.6 NY-59 and EB I-87 Ramp/Mountainview/Waldron (Exit 11)

Rockland Nyack Clarkstown Actuated 2070 NA No Yes Yes Yes

52 TS_076 NYSDOT NY-59 41.09244 -73.9287 14 NY-59 and US-9W Rockland Nyack Orangetown Actuated 2070 NA No Yes Yes Yes

53 TS_078 Town of Orangetown

NY-59 41.09179 -73.9262 Main St. and Midland Ave. Rockland Nyack Orangetown NA 2070 Trafficware 2070E

Yes Yes Yes Yes

54 TS_081 Town of Orangetown

Franklin St 41.08984 -73.9219 Franklin Ave. and Depew Ave. Rockland Nyack Orangetown NA 2070 Trafficware 2070E

Yes Yes Yes Yes

55 TS_082 Town of Orangetown

Franklin St 41.09155 -73.9216 Main St. and Franklin St. Rockland Nyack Orangetown NA 2070 Trafficware 2070E

Yes Yes Yes Yes

Page 5: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

56

TS_088 Town of Greenburgh

Tarrytown Train Station

41.07763 -73.8644 Cortland St. and Main St. Westchester Tarrytown Greenburgh NA 2070 Trafficware 2070E

No Yes Yes Yes

57 TS_089 Town of Greenburgh

Cortland St 41.08016 -73.8643 Wildey St. and Cortlandt/Division

Westchester Tarrytown Greenburgh NA 2070 Trafficware 2070E

No Yes Yes Yes

58 TS_090 Town of Greenburgh

Cortland St 41.07998 -73.8632 Wildey St. and Central Ave. Westchester Tarrytown Greenburgh NA 2070 Trafficware 2070E

Yes Yes Yes Yes

59 TS_091 NYSDOT US-9 41.06363 -73.8624 6.4 US-9 (Broadway Ave.) and NY-119 (White Plains Rd.)

Westchester Tarrytown Greenburgh NA 2070 NA No Yes Yes Yes

60 TS_092 Private US-9 41.06474 -73.8623 6.5 US-9 (Broadway Ave.) and NY-119 left turn/WellsFargo

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

61 TS_093 NYSDOT US-9 41.06793 -73.8622 6.7 US-9 (Broadway Ave.) and Prospect Ave.

Westchester Tarrytown Greenburgh Actuated 2070 Trafficware 2070E

No Yes Yes Yes

62 TS_094 NYSDOT US-9 41.06048 -73.862 6.2 US-9 (Broadway Ave.) and I-87 EB Ramps/Hotel (Exit 9)

Westchester Tarrytown Greenburgh Actuated 2070 Trafficware 2070E

No Yes Yes Yes

63 TS_097 NYSDOT US-9 41.0719 -73.8601 7 US-9 (Broadway Ave.) and Benedict Ave.

Westchester Tarrytown Greenburgh Actuated 2070 NA No Yes Yes Yes

64 TS_098 Town of Greenburgh

Central Av 41.0777 -73.8599 Central Ave. and Washington St.

Westchester Tarrytown Greenburgh NA 2070 Trafficware 2070E

No Yes Yes Yes

65 TS_100 NYSDOT US-9 41.07626 -73.8583 7.3 US-9 (Broadway Ave.) and Main St./Neperan Rd.

Westchester Tarrytown Greenburgh Actuated 2070 NA No Yes Yes Yes

66 TS_102 NYSDOT NY-119 41.06388 -73.8575 0.2 NY-119 (White Plains Rd.) and I-87 WB Ramps (Exit 9)

Westchester Tarrytown Greenburgh Semi-Actuated

2070 NA No Yes Yes Yes

67 TS_103 NYSDOT NY-119 41.06416 -73.8542 0.4 NY-119 (White Plains Rd.) and Meadow St.

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

68 TS_104 Private NY-119 41.06432 -73.851 0.6 NY-119 (White Plains Rd.) and Sleepy Hollow Rd/Crescent Dr.

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

69 TS_108 Private NY-119 41.06349 -73.8413 1.1 NY-119 (White Plains Rd.) and Tarrytown Corp Center West

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

70 TS_110 NYSDOT NY-119 41.0632 -73.8393 1.2 NY-119 (White Plains Rd.) and Tarrytown Corp Center East

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

71 TS_111 NYSDOT NY-119 41.06238 -73.8375 1.3 NY-119 (White Plains Rd.) and Benedict Ave.

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

72 TS_112 Private NY-119 41.06123 -73.8341 1.5 NY-119 (White Plains Rd.) and Old White Plains Rd.

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

73 TS_114 NYSDOT NY-119 41.05973 -73.8297 1.7 NY-119 Wb (White Plains Rd.) and I-287 WB Ramps (Exit 1)

Westchester Tarrytown Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

74 TS_115 NYSDOT NY-119 41.05895 -73.8284 1.9 NY-119 (White Plains Rd.) and Taxter Rd.

Westchester Elmsford Greenburgh Actuated 2070 Trafficware 2070E

No Yes Yes Yes

75 TS_116 NYSDOT NY-119 41.05833 -73.827 2 NY-119 (Main St.) and EB I-287 On/Scott Dr. (Exit 1)

Westchester Elmsford Greenburgh NA 2070 Trafficware 2070E

No Yes Yes Yes

76 TS_117 NYSDOT NY-119 41.05656 -73.8233 2.2 NY-119 (Main St.) and WB I-287 Off/Nob Hill Dr. (Exit 1)

Westchester Elmsford Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

77 TS_120 NYSDOT NY-119 41.05495 -73.8199 2.4 NY-119 (Main St.) and Saw Mill River Rd. (US-9A)

Westchester Elmsford Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

78 TS_122 NYSDOT NY-119 41.05437 -73.8182 2.5 NY-119 (Main St.) and Lawn Ave.

Westchester Elmsford Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

79 TS_123 NYSDOT NY-119 41.0541 -73.8174 2.5 NY-119 (Main St.) and Hillside Ave.

Westchester Elmsford Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

80 TS_125 NYSDOT NY-119 41.05395 -73.817 2.6 NY-119 (Main St.) and Hartsdale Rd./Mortimer Ave.

Westchester Elmsford Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

81 TS_126 NYSDOT NY-9A 41.05782 -73.817 North Central Ave. and Frontage St./I-287 eb ramps (exit 2)

Westchester Elmsford Greenburgh Actuated 2070 Trafficware 2070E

No Yes Yes Yes

82 TS_127 NYSDOT NY-9A 41.05875 -73.8162 North Central Ave. and White Plains Ave./I-287 WB ramps (exit 2)

Westchester Elmsford Greenburgh Actuated 2070 Trafficware 2070E

No Yes Yes Yes

83 TS_129 NYSDOT NY-119 41.05141 -73.8128 2.8 NY-119 (Main St.) and Old Rd./Van Wart St.

Westchester Elmsford Greenburgh NA 2070 NA No Yes Yes Yes

84 TS_130 Private NY-119 41.04764 -73.8075 3.2 NY-119 (Tarrytown Rd.) and Bed Bath and Beyond

Westchester Fairview Greenburgh NA 2070 Trafficware 2070E

No Yes Yes Yes

Page 6: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

85 TS_132 NYSDOT NY-100A 41.04544 -73.8048 NY-100A (Knollwood Rd.) and Tarrytown Rd. EB (NY-119 ramp)

Westchester Elmsford Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

86 TS_133 NYSDOT NY-100A 41.04561 -73.8046 NY-100A (Knollwood Rd.) and Tarrytown Rd. WB (NY-119 ramp)

Westchester Elmsford Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

87 TS_134 NYSDOT NY-100A 41.04667 -73.8042 2.3 NY-100A (Knollwood Rd.) and I-287 EB off/on ramp (Exit 4)

Westchester Fairview Greenburgh Actuated 2070 NA No Yes Yes Yes

88 TS_135 NYSDOT NY-100A 41.04764 -73.8036 2.4 NY-100A (Knollwood Rd.) and I-287 WB off/on ramp (Exit 4)

Westchester Fairview Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

89 TS_137 Private NY-119 41.04323 -73.8004 3.7 NY-119 (Tarrytown Rd.) and Crossroads SC West

Westchester Fairview Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

90 TS_138 NYSDOT NY-119 41.04313 -73.7973 3.8 NY-119 (Tarrytown Rd.) and Crossroads SC East/Manhattan Ave.

Westchester Fairview Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

91 TS_139 NYSDOT NY-119 41.0416 -73.7934 4.1 NY-119 (Tarrytown Rd.) and Dobbs Ferry Rd./Rosemont

Westchester Fairview Greenburgh Semi-Actuated

2070 NA No No No No

92 TS_140 NYSDOT NY-119 41.04137 -73.791 4.2 NY-119 (Tarrytown Rd.) and Gibson Ave./Hillside Ave.

Westchester Fairview Greenburgh Semi-Actuated

2070 Trafficware 2070E

No Yes Yes Yes

93 TS_143 Private NY-119 41.04085 -73.7892 4.3 NY-119 (Tarrytown Rd.) and Police Division

Westchester White Plains

White Plains Preemptive 2070 Trafficware 2070E

No No No No

94 TS_144 City of White Plains

NY-119 41.04004 -73.7846 NY-119 (Tarrytown Rd.) and I287 EB Off-Ramp (Exit 5)

Westchester White Plains

White Plains Actuated 2070 NA No No No No

95 TS_145 NYSDOT NY-119 41.03902 -73.7831 NY-119 (Tarrytown Rd.) and Bowling Alley Drwy

Westchester White Plains

White Plains Actuated 2070 NA No No No No

96 TS_147 NYSDOT NY-119 41.03779 -73.7814 NY-119 (Tarrytown Rd.) and Aqueduct Rd.

Westchester White Plains

White Plains Actuated 2070 NA No No No No

97 TS_150 NYSDOT NY-119 41.0362 -73.7792 NY-119 (Tarrytown Rd.) and Central Ave. (NY-100)

Westchester White Plains

White Plains Actuated 2070 NA No No No No

98 TS_151 WCDPWT BRP 41.03665 -73.778 Bronx River Pkwy. and N Central Ave.

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

99 TS_153 NYSDOT NY-119 41.03406 -73.7776 NY-119 (Tarrytown Rd.) and Chatterton Ave.

Westchester White Plains

White Plains Actuated 2070 NA No No No No

100 TS_156 NYSDOT NY-119 41.03213 -73.7765 NY-119 (Tarrytown Rd.) and Hamilton Ave./Battle/Main St.

Westchester White Plains

White Plains Semi-Actuated

170 Trafficware 2070E

No No No No

101 TS_157 NYSDOT NY-119 41.03167 -73.7754 NY-119 (Tarrytown Rd.) and Bronx St./Bronx River Pkwy ramp

Westchester White Plains

White Plains Semi-Actuated

2070 NA No No No No

102 TS_164 City of White Plains

NY-119 41.03261 -73.7741 NY-119 (Hamilton Ave.) and Ferris/Bank

Westchester White Plains

White Plains Semi-Actuated

170 Trafficware 2070E

No No No No

103 TS_165 City of White Plains

NY-119 41.03179 -73.774 NY-119 (Main St.) and Bank St. Westchester White Plains

White Plains Semi-Actuated

170 Trafficware 2070E

No No No No

104 TS_169 City of White Plains

NY-119 41.03271 -73.7726 NY-119 (Hamilton Ave.) and Lexington Ave.

Westchester White Plains

White Plains Actuated 170 Trafficware 2070E

No No No No

105 TS_170 City of White Plains

NY-119 41.0319 -73.7724 NY-119 (Main St.) and Lexington Ave.

Westchester White Plains

White Plains Actuated 170 Trafficware 2070E

No No No No

106 TS_173 City of White Plains

NY-119 41.03307 -73.7702 Hamilton Ave. and Dr. Martin Luther King Jr Blvd.

Westchester White Plains

White Plains Semi-Actuated

170 Trafficware 2070E

No No No No

107 TS_174 City of White Plains

NY-119 41.03211 -73.7698 Main St. and Dr. Martin Luther King Jr Blvd.

Westchester White Plains

White Plains Actuated 170 Trafficware 2070E

No No No No

108 TS_177 City of White Plains

Martine Av 41.03086 -73.7694 Martine Ave. and Dr. Martin Luther King Jr Blvd.

Westchester White Plains

White Plains NA 2070 Trafficware 2070E

No No No No

109 TS_182 City of White Plains

NY-119 41.03237 -73.7678 Main St. and Court St./ Renaissance Square

Westchester White Plains

White Plains Semi-Actuated

170 Trafficware 2070E

No No No No

110 TS_183 City of White Plains

Martine Av 41.03115 -73.7674 Martine Ave. and Court St. Westchester White Plains

White Plains NA 2070 Trafficware 2070E

No No No No

111 TS_188 City of White Plains

NY-119 41.03273 -73.7663 Main St. and Church St. Westchester White Plains

White Plains NA 170 Trafficware 2070E

No No No No

112 TS_189 City of White Plains

Martine Av 41.0314 -73.7662 Martine Ave. and Mamaroneck Ave.

Westchester White Plains

White Plains NA 2070 Trafficware 2070E

No No No No

Page 7: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

113 TS_192 City of White Plains

NY-119 41.03319 -73.7651 Main St. and EJ Conroy Dr./City Pl.

Westchester White Plains

White Plains NA 170 Trafficware 2070E

No No No No

114 TS_196 City of White Plains

NY-119 41.0339 -73.7633 N Broadway (NY-22) and Main St.

Westchester White Plains

White Plains Semi-Actuated

2070 NA No No No No

115 TS_197 City of White Plains

Martine Av 41.03264 -73.7624 Martine Ave. and S Broadway Westchester White Plains

White Plains NA 2070 Trafficware 2070E

No No No No

116 TS_204 WCDPWT Westchester Av

41.03047 -73.7501 Westchester Avenue Eb and White Plains Ave

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

117 TS_205 WCDPWT Westchester Av

41.0318 -73.7494 Westchester Avenue Wb and White Plains Ave

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

118 TS_214 WCDPWT Westchester Av

41.02752 -73.7365 Westchester Avenue Eb and William L Butcher Bridge

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

119 TS_215 WCDPWT Westchester Av

41.02841 -73.7358 Westchester Avenue Wb and William L Butcher Bridge

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

120 TS_216 WCDPWT Westchester Av

41.02246 -73.7297 Westchester Avenue Eb and Bryant Ave

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

121 TS_217 WCDPWT Westchester Av

41.02302 -73.728 Westchester Avenue Wb and Bryant Ave

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

123 TS_218 WCDPWT Westchester Av

41.02085 -73.7268 Westchester Avenue WB and Westchester Park Dr

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

124 TS_220 WCDPWT Westchester Av

41.01759 -73.7264 Westchester Avenue Eb and Corporate Park Dr

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

125 TS_221 WCDPWT Westchester Av

41.01804 -73.7251 Westchester Avenue Wb and Corporate Park Dr

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

126 TS_222 WCDPWT Westchester Av

41.01549 -73.7246 Westchester Avenue Eb and Eagle Ct (1133 Westchester Ave)

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

127 TS_223 WCDPWT Westchester Av

41.01416 -73.7218 Westchester Avenue Eb and I-287 Eb Exit 9S Ramp

Westchester White Plains

White Plains Actuated 2070 NA No No No Yes

128 TS_224 WCDPWT Westchester Av

41.01362 -73.7113 Westchester Avenue Eb and Kenilworth Rd

Westchester Harrison White Plains Actuated 2070 NA No No No Yes

129 TS_225 WCDPWT Westchester Av

41.01453 -73.7109 Westchester Avenue Wb and Kenilworth Rd

Westchester Harrison White Plains Actuated 2070 NA No No No Yes

130 TS_226 NYSDOT Westchester Av

41.01253 -73.7042 Westchester Avenue Eb and Westerleigh Rd

Westchester Harrison Harrison Actuated 2070 NA No No No Yes

131 TS_227 NYSDOT Westchester Av

41.01332 -73.7038 Westchester Avenue Wb and Westerleigh Rd

Westchester Harrison Harrison Actuated 2070 NA No No No Yes

132 TS_232 City of White Plains

41.03456 -73.7662 Hamilton Ave & E J Conroy Dr Westchester White Plains

White Plains

133 TS_233 City of White Plains

41.03535 -73.7642 Hamilton Ave & N Broadway Westchester White Plains

White Plains

134 TS_234 City of White Plains

41.03426 -73.7742 Water St & Ferris Ave Westchester White Plains

White Plains

135 TS_235 City of White Plains

41.03434 -73.773 Water St & N Lexington Ave Westchester White Plains

White Plains

136 TS_236 City of White Plains

41.03087 -73.7694 Martine Ave & Dr. Martin Luther King Jr Blvd

Westchester White Plains

White Plains

137 TS_239 City of White Plains

41.03183 -73.7763 Tarrytown Rd & Battle Ave Westchester White Plains

White Plains

138 TS_240 City of White Plains

41.033398

-73.7742 Ferris Ave & New St. Westchester White Plains

White Plains

Note: Traffic signal upgrades at Broadway and Clinton Ave and Broadway and Cedar Hill Ave have been removed from this table.

Page 8: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

June 2017 Final Design Report / Environmental Assessment PIN 8823.48

C-1B: VMS SIGNAL INVENTORY

Page 9: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

 

ID  Owner  Corridor  Latitude  Longitude  MilePost  LOCATION  County  TYPE  Purpose  Size  Structure_Type 

VMS_141  NYSDOT  CR‐52  41.10277  ‐74.0307  0  I‐87/I‐287 Exit 14 WB Off‐Ramp by Nanuet Park‐and‐Ride Lot.  Rockland  Hybrid ‐ Park & Ride Sign (3 

modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_142  NYSDOT  NY‐59  41.10378  ‐74.0308  0  NY‐59, West of the Nanuet Park‐and‐Ride Lot.  Rockland  Hybrid ‐ Park & Ride Sign (3 

modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_143  NYSDOT  ‐  41.10414  ‐74.0297  0  I‐87/I‐287 Exit 14 WB Off‐Ramp by Nanuet Park‐and‐Ride Lot.  Rockland  Hybrid ‐ Park & Ride Sign (3 

modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_144  NYSDOT  NY‐59  41.1029  ‐74.0285  0  NY‐59, East of the Nanuet Park‐and‐Ride Lot.  Rockland  Hybrid ‐ Park & Ride Sign (3 

modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_145  NYSTA  I‐87  41.10225  ‐74.0284  22.8  West of Exit 14 EB Off‐Ramp.  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  15'10"x10'2"  Type‐B, Breakaway 

VMS_146  NYSTA  I‐87  41.10416  ‐74.0215  22.4  East of Exit 14 WB Off‐Ramp.  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  15'10"x10'2"  Type‐B, Breakaway 

VMS_148  NYSDOT  NY‐59  41.09431  ‐73.959  0  S of Palisades Ctr  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_149  NYSDOT  NY‐59  41.09455  ‐73.9572  0  S of Palisades Ctr  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_151  NYSDOT  NY‐59  41.10728  ‐74.0688  0  Saddle River  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  15’10”x10’2”  Type‐B, Breakaway 

VMS_152  NYSDOT  NY‐59  41.10836  ‐74.0603  0  Between Kennedy Dr and Secora Rd  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  15’10”x10’2”  Type‐B, Breakaway 

VMS_153  NYSDOT  NY‐45 / Main  41.11197  ‐74.045  0  Between Commerce St and Municipal Plaza  Rockland  Hybrid ‐ Park & Ride Sign (3 

modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_154  NYSDOT  NY‐45 / Main  41.10866  ‐74.0444  0  NY‐59  Rockland  Hybrid ‐ Park & Ride Sign (3 

modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_155  NYSDOT  NY‐59  41.10908  ‐74.0449  0  NY‐45 / Main St.  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_156  NYSDOT  NY‐59  41.10913  ‐74.0442  0  NY‐45 / Main St.  Rockland  Hybrid ‐ Park & Ride Sign (3 modules)  Park & Ride  10'8"x6'9"  Type‐B, Breakaway 

VMS_158  NYSTA  I‐87  40.98463  ‐73.8532  6.1  MP 6.0  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 24'10"  T‐Type 

VMS_159  NYSTA  I‐287  41.05837  ‐73.8176  620.8  At Int 2  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 24'10"  T‐Type 

VMS_160  NYSTA  I‐287  41.05788  ‐73.8161  620.8  At Int. 2  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 24'10"  T‐Type 

VMS_161  NYSTA  I‐287  41.04344  ‐73.7783  623.3  Approaching Exit 5  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 24'10"  T‐Type 

VMS_162  NYSTA  I‐287  41.03757  ‐73.7561  624.8  Approaching Exit 7 on ramp  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 24'10"  T‐Type 

VMS_163  NYSTA  I‐287  41.02697  ‐73.7336  626.2  Approaching Exit 8  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 24'10"  T‐Type 

VMS_164  NYSTA  I‐287  41.01163  ‐73.701  628.4  At Exit 10 On ramp  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 24'10"  T‐Type 

VMS_166  NYSDOT  NY‐59  41.0989  ‐74.0178  0  At the intersection with Dykes Park Rd.  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_167  NYSDOT  NY‐59  41.10109  ‐74.0252  0  Between old Turnpike Rd and Grandview Ave.  Rockland  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_168  NYSDOT  NY‐59  41.10526  ‐74.0333  0  NY‐59, West of CR‐35.  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_169  NYSDOT  NY‐59  41.10108  ‐74.0241  0  NY‐59, East of CR‐35.  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_170  NYSDOT  PIP  41.10457  ‐73.9951  0  NY‐13S‐EB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_171  NYSDOT  PIP  41.09328  ‐73.9907  0  NY‐13N‐EB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_172  NYSDOT  PIP  41.10776  ‐73.9982  0  NY‐13S‐WB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_173  NYSDOT  PIP  41.09811  ‐73.9913  0  NY‐13N‐WB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

Page 10: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

 

ID  Owner  Corridor  Latitude  Longitude  MilePost  LOCATION  County  TYPE  Purpose  Size  Structure_Type 

VMS_174  NYSDOT  N ROUTE 303  41.09656  ‐73.9503  0  NY‐12‐EB  Rockland  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20’6”x10’10”  Type‐B, Breakaway 

VMS_175  NYSDOT  N ROUTE 303  41.10182  ‐73.9523  0  NY‐12‐EB  Rockland  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20’6”x10’10”  Type‐B 

VMS_176  NYSDOT  N Palisades Center Dr  41.10127  ‐73.9557  0  N Exit from Palisades Center  Rockland  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_177  NYSDOT  Route 303  41.10526  ‐73.9513  0  NY‐303 SB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_178  NYSDOT  High Ave  41.09434  ‐73.93  0  US‐1 WB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_180  NYSDOT NY‐119 / White 

Plains Rd 41.06354  ‐73.8615  0  US‐9 WB  Westchester  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_181  NYSDOT NY‐119 / White 

Plains Rd 41.06438  ‐73.8515  0  US‐9 WB  Westchester  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_182  NYSDOT  White Plains Rd  41.06042  ‐73.8324  0  US‐1 WB  Westchester  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_183  NYSDOT  White Plains Rd  41.05801  ‐73.8259  0  US‐1 WB  Westchester  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_184  NYSDOT  SMP  41.06399  ‐73.8238  0  US‐1 WB  Westchester  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_185  NYSDOT  KNOLLWOOD RD  41.0495  ‐73.8024  0  US‐4 WB  Westchester  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_186  NYSDOT  KNOLLWOOD RD  41.04612  ‐73.8044  0  US‐4 WB  Westchester  Hybrid ‐ Travel Time Sign (5 

Modules) Ramp 

Metering  20'6"x10'10"  Type‐B, Breakaway 

VMS_187  NYSDOT  NY‐59  41.10875  ‐74.0429  0  Approaching Int. 14  Rockland  Full Matrix RGB ‐ Front Access  Strategic  7'10"x12'2"  Type‐B 

VMS_188  NYSDOT  NY‐59  41.10468  ‐74.0322  0  Approaching Int. 14SB  Rockland  Full Matrix RGB ‐ Front Access  Strategic  7'10"x12'2"  Type‐B 

VMS_189  NYSDOT  NY‐119  41.03994  ‐73.7839  0  Approaching Exit 5  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7’11”x24’10”  Gantry 

VMS_191  NYSTA  I‐87  41.12681  ‐74.1667  30.9  Approaching Int. 15  Rockland  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 18'4"  Gantry 

VMS_192  NYSTA  I‐287  40.99841  ‐73.6808  629.8  Approaching Exit 10  Westchester  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 28'1"  T‐Type 

VMS_193  NYSTA  I‐87  41.04794  ‐73.8339  10.9  Approaching Int. 8  Westchester  Full Matrix RGB – Walk In  Strategic  7'11" x 28'1"  T‐Type 

VMS_194  NYSDOT  NY‐119  41.05001  ‐73.8103  0  at Sprain Brook Pkwy  Westchester  Full Matrix RGB ‐ Front Access  Strategic  7'10"x12'2"  Type‐B 

VMS_196  NYSTA  I‐87  41.06098  ‐73.8481  12.2  Approaching Int. 9  Westchester  Full Matrix RGB ‐ Walk In  Strategic  7'10" x 15'5"  T‐Type 

VMS_197  NYSTA  I‐87  41.10109  ‐73.9867  20  Approaching Int. 12  Rockland  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 28'1"  T‐Type 

VMS_198  NYSTA  I‐87  41.10126  ‐73.9765  20.1  Approaching Int. 13  Rockland  Full Matrix RGB ‐ Walk‐in  Strategic  7'11" x 28'1"  T‐Type 

VMS_199  NYSDOT  PIP  41.11103  ‐74.0012  0  Approaching Int. 13  Rockland  Full Matrix RGB ‐ Front Access  Strategic  7'10"x12'2"  Type‐B 

VMS_200  NYSDOT  PIP  41.08344  ‐73.9878  0  Approaching Int. 13  Rockland  Full Matrix RGB ‐ Front Access  Strategic  7'10"x12'2"  Type‐B 

VMS_201  NYSDOT  NY‐59  41.09283  ‐73.946  0  Approaching Int. 11  Rockland  Full Matrix RGB ‐ Front Access  Strategic  4'7"x10'0"  Type‐B 

VMS_202  NYSDOT  NY‐59  41.09278  ‐73.968  0  Approaching Int. 13  Rockland  Full Matrix RGB ‐ Front Access  Strategic  4'7"x10'0"  Type‐B 

VMS_203  NYSDOT  NY‐59  41.09097  ‐73.9951  0  Approaching Int. 13  Rockland  Full Matrix RGB ‐ Front Access  Strategic  4'7"x10'0"  Type‐B 

VMS_204  NYSDOT  NY‐59  41.09107  ‐73.9937  0  Approaching NY‐304  Rockland  Full Matrix RGB ‐ Front Access  Strategic  4'7"x10'0"  Type‐B 

Page 11: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

 

ID  Owner  Corridor  Latitude  Longitude  MilePost  LOCATION  County  TYPE  Purpose  Size  Structure_Type 

VMS_205  NYSDOT  NY‐119  41.03792  ‐73.7819  0  Approaching White Plains  Westchester  Full Matrix RGB ‐ Front Access  Strategic  7'10"x12'2"  Type‐B 

VMS_206  NYSDOT  US‐9  41.04497  ‐73.8624  0  Approaching Int. 9  Westchester  Full Matrix RGB ‐ Front Access  Strategic  4'7"x10'0"  Type‐B 

VMS_207  NYSDOT  US‐9  41.06628  ‐73.8626  0  Approaching Int. 9  Westchester  Full Matrix RGB ‐ Front Access  Strategic  4'7"x10'0"  Type‐B 

VMS_209  NYSDOT  Route 303  41.10118  ‐73.9518  0  NY‐303 NB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20'6"x10'10"  Type‐B 

VMS_210  NYSTA  GSP  41.09362  ‐74.039  640.3  Before Exit Ramp 14‐1 EB  Rockland  Hybrid ‐ Travel Time Sign (5 Modules) 

Ramp Metering  20’6”x10’10”  Type‐B 

VMS_211  NYSDOT  SBP  41.07069  ‐73.8036  10.4  North of I‐287  Westchester  Full Matrix RGB ‐ Front Access  NA  NA  Type‐B 

VMS_212  NYSTA  I‐287  41.00325  ‐73.6929  629.1  NA  Westchester  Full Matrix RGB ‐ Walk‐in  NA  NA  T‐Type 

 

Page 12: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

June 2017 Final Design Report / Environmental Assessment PIN 8823.48

C-2: TRAFFIC AVERAGE TRAVEL SPEED

Page 13: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Table 2.3.1.5: Average Travel Speed in mph with color-gradient1 by route/time period

1 Color gradients ranges vary for each locations. The colors range from the highest in green, to the lowest shown in red with yellow in between.

Page 14: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Table 2.3.1.5: Average Travel Speed in mph with color-gradient by route/time period (Continued)

Page 15: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

June 2017 Final Design Report / Environmental Assessment PIN 8823.48

C-3: NY- 59 SYNCHRO VOLUMES AND LOS SUMMARY

Page 16: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Route 59 WBL 103 18.3 0.32 B 103 18.8 0.32 B 17.2 0.31 B 127 21.0 0.38 C 18.3 0.37 B

WBR 141 6.1 0.35 A 141 6.2 0.35 A 5.2 0.33 A 141 6.4 0.35 A 5.1 0.33 A

Wayne Avenue NBTR 296 18.7 0.59 B 298 18.8 0.59 B 16.3 0.54 B 338 20.0 0.64 B 17.7 0.60 B

SBL 7 10.1 0.43 B 8 10.7 0.47 B 10.4 0.45 B 8 11.6 0.49 B 11.5 0.48 B

SBT 429 8.7 0.46 A 468 9.1 0.50 A 8.4 0.44 A 438 8.6 0.46 A 8.2 0.41 A

Overall 11.9 B 12.1 B 11.0 B 13.1 B 12.0 B

Route 59 EBLTR 3.00 20.70 0.01 C 3 20.7 0.01 C 11.0 0.01 B 3 20.3 0.01 C 11.3 0.01 B

WBLR 196.00 50.50 0.75 D 196 50.5 0.75 D 20.4 0.54 C 200 50.2 0.75 D 20.8 0.54 C

Orange Avenue NBTR 196.00 13.60 0.22 B 199 14.2 0.23 B 15.2 0.39 B 238 14.7 0.27 B 16.4 0.46 B

SBL 254.00 8.10 0.35 A 280 8.5 0.38 A 12.0 0.52 B 257 8.4 0.37 A 11.9 0.49 B

SBT 278.00 7.70 0.23 A 291 7.8 0.25 A 8.4 0.29 A 307 8.2 0.26 A 8.6 0.30 A

Overall 18.10 B 18.0 B 13.0 B 18.2 B 13.7 B

Route 59 EBLTR 298 12.5 0.50 B 325 13.1 0.53 B 13.0 0.54 B 302 13.0 0.51 B 12.7 0.51 B

WBLTR 174 5.9 0.29 A 177 5.9 0.29 A 5.9 0.30 A 181 6.0 0.30 A 6.0 0.31 A

Chestnut Street NBLTR 193 8.8 0.36 A 198 9.2 0.36 A 7.7 0.37 A 209 9.3 0.38 A 8.0 0.38 A

SBLTR 283 12.3 0.57 B 288 12.9 0.58 B 11.1 0.58 B 299 13.0 0.59 B 11.3 0.60 B

Overall 10.5 B 11.0 B 10.1 B 10.9 B 10.0 A

Route 59 EBLTR 356 15.4 0.44 B 383 16.1 0.47 B 15.4 0.59 B 360 16.0 0.45 B 14.8 0.56 B

WBL 80 13.9 0.19 B 80 14.3 0.20 B 11.7 0.23 B 80 14.4 0.19 B 11.5 0.23 B

WBTR 285 14.2 0.35 B 288 14.5 0.36 B 12.9 0.45 B 292 14.8 0.36 B 13.1 0.45 BWashington

AvenueNBLTR 362 25.5 0.67 C 369 25.5 0.68 C 18.4 0.67 B 380 25.6 0.68 C 19.0 0.69 B

SBLTR 207 29.9 0.67 C 208 29.7 0.67 C 18.4 0.58 B 216 29.8 0.68 C 19.1 0.60 B

Overall 20.2 C 20.4 C 16.0 B 20.7 C 16.2 B

1. Route 59 @ Route 202 (Wayne Ave)

33. Route 59 @ Route 202 (Orange Ave)

2. Route 59 @ Chestnut Street

3. Route 59 @ Washington Avenue

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

1 of 17

Page 17: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 2 5.0 0.00 A 2 5.0 0.00 A 10.0 0.00 A 2 5.0 0.00 A 10.0 0.00 A

EBTR 622 15.8 0.59 B 650 16.6 0.62 B 17.3 0.66 B 627 15.9 0.59 B 16.6 0.64 B

WBL 96 5.5 0.22 A 96 5.6 0.23 A 17.2 0.42 B 96 5.5 0.22 A 15.4 0.39 B

WBT 366 7.2 0.29 A 369 7.2 0.30 A 8.8 0.33 A 373 7.3 0.30 A 8.8 0.33 A

Hillcrest Road NBL 86 31.1 0.34 C 86 31.1 0.34 C 20.1 0.29 C 86 31.1 0.34 C 20.1 0.29 C

NBTR 90 32.0 0.38 C 90 32.0 0.38 C 20.8 0.32 C 90 32.0 0.38 C 20.8 0.32 C

SBLTR 9 28.6 0.06 C 9 28.6 0.06 C 24.4 0.09 C 9 28.6 0.06 C 24.4 0.09 C

Overall 14.8 B 15.2 B 15.3 B 14.8 B 14.8 B

Route 59 EBL 186 20.3 0.45 C 186 20.4 0.45 C 18.2 0.59 B 186 20.5 0.46 C 19.4 0.60 B

EBT 398 24.7 0.52 C 399 24.7 0.52 C 21.9 0.65 C 400 24.8 0.52 C 22.0 0.66 C

EBR 52 0.2 0.07 A 57 0.6 0.08 A 0.2 0.09 A 52 0.2 0.07 A 0.2 0.08 A

WBL 89 16.7 0.25 B 89 16.7 0.25 B 14.4 0.35 B 89 16.7 0.25 B 14.5 0.35 B

WBT 340 24.0 0.47 C 343 24.1 0.47 C 25.2 0.68 C 347 24.2 0.48 C 25.6 0.69 C

WBR 138 4.4 0.20 A 138 4.4 0.20 A 1.6 0.24 A 138 4.4 0.20 A 1.6 0.24 AHemion

Rd/Campbell RdNBL 86 40.3 0.34 D 86 40.3 0.34 D 26.2 0.38 C 86 40.4 0.34 D 26.2 0.38 C

NBTR 199 53.0 0.75 D 199 53.1 0.75 D 42.2 0.79 D 199 53.2 0.75 D 42.2 0.79 D

SBL 158 51.2 0.66 D 158 51.3 0.66 D 49.4 0.77 D 158 51.3 0.66 D 49.4 0.77 D

SBTR 202 48.9 0.76 D 202 49.0 0.76 D 35.2 0.76 D 202 49.1 0.76 D 35.2 0.76 D

Overall 30.2 C 30.2 C 25.9 C 30.3 C 26.0 C

4. Route 59 @ Hillcrest Road

5. Route 59 @ Hemion Road/Campbell Road

2 of 17

Page 18: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 364 34.9 0.81 C 364 35.6 0.82 D 44.5 0.89 D 365 38.5 0.84 D 45.2 0.74 D

EBT 282 32.5 0.52 C 283 32.5 0.52 C 30.9 0.46 C 284 33.3 0.53 C 31.1 0.43 C

EBR 6 25.7 0.01 C 6 25.7 0.01 C 25.7 0.01 C 6 26.0 0.01 C 25.7 0.01 C

WBL 81 19.4 0.24 B 81 19.4 0.24 B 39.8 0.27 D 81 19.8 0.24 B 42.0 0.50 D

WBT 237 48.2 0.70 D 240 48.4 0.71 D 36.2 0.61 D 244 49.6 0.72 D 37.4 0.53 D

WBR 231 13.1 0.40 B 232 13.0 0.40 B 15.8 0.33 B 233 13.2 0.40 B 16.1 0.34 B

Airmont Road NBL 29 18.8 0.09 B 29 18.9 0.09 B 21.2 0.19 C 29 19.0 0.08 B 20.9 0.11 C

NBTR 447 41.5 0.70 D 449 41.9 0.71 D 53.0 0.78 D 473 42.9 0.73 D 53.7 0.79 D

SBL 359 47.5 0.82 D 365 48.6 0.83 D 44.0 0.69 D 368 50.8 0.84 D 44.8 0.89 D

SBT 244 35.5 0.47 D 244 35.5 0.46 D 28.4 0.35 C 245 35.7 0.46 D 27.1 0.39 C

SBR 401 9.2 0.65 A 401 9.2 0.65 A 2.1 0.69 A 401 9.5 0.66 A 2.1 0.40 A

Overall 32.3 C 32.7 C 33.0 C 33.9 C 33.6 C

Route 59 EBL 93 5.3 0.17 A 93 5.3 0.17 A 2.2 0.16 A 93 5.3 0.17 A 2.2 0.16 A

EBTR 670 14.8 0.64 B 678 15.0 0.65 B 8.6 0.59 A 682 15.1 0.65 B 8.7 0.59 A

WBLTR 451 11.0 0.43 B 451 11.0 0.43 B 9.8 0.39 A 451 11.0 0.43 B 9.8 0.39 A

NBLTR 4 0.0 0.01 A 4 0.0 0.01 A 0.0 0.01 A 4 0.0 0.01 A 0.0 0.01 ARichgold Shopping

CenterSBLT 63 36.8 0.33 D 63 36.8 0.33 D 54.3 0.38 D 63 36.8 0.33 D 54.3 0.38 D

SBR 62 4.8 0.21 A 66 5.7 0.23 A 10.4 0.26 B 71 6.7 0.24 A 11.7 0.27 B

Overall 13.4 B 13.5 B 10.7 B 13.6 B 10.9 B

6. Route 59 @ Airmont Road

7. Route 59 @ Richgold Shopping Center

3 of 17

Page 19: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 71 14.4 0.20 B 77 15.5 0.22 B 17.9 0.17 B 79 16.7 0.23 B 18.0 0.17 B

EBT 572 28.8 0.78 C 573 29.8 0.79 C 24.6 0.63 C 574 31.2 0.79 C 24.7 0.63 C

EBR 54 0.4 0.08 A 54 0.3 0.08 A 0.1 0.07 A 54 0.3 0.08 A 0.1 0.07 A

WBL 15 13.7 0.08 B 15 14.5 0.08 B 16.8 0.13 B 15 15.6 0.09 B 16.5 0.13 B

WBT 413 32.4 0.72 C 413 33.5 0.72 C 19.0 0.60 B 413 34.9 0.73 C 18.9 0.60 B

WBR 47 0.3 0.08 A 47 0.3 0.08 A 0.2 0.07 A 47 0.3 0.01 A 0.2 0.07 ACherry

Lane/Spook RockNBLTR 180 23.0 0.38 C 194 23.5 0.40 C 31.7 0.45 C 216 24.5 0.43 C 34.1 0.52 C

SBLT 115 46.2 0.58 D 128 46.8 0.60 D 49.3 0.52 D 149 47.8 0.64 D 52.8 0.60 D

SBR 153 9.3 0.41 A 153 8.9 0.39 A 5.4 0.34 A 153 8.5 0.37 A 5.4 0.34 A

Overall 25.9 C 26.8 C 22.3 C 28.0 C 23.4 C

Route 59 EBL 77 10.3 0.16 B 77 10.6 0.17 B 8.2 0.21 A 77 10.6 0.17 B 8.8 0.21 A

EBTR 530 19.3 0.59 B 531 20.9 0.62 C 23.3 0.67 C 532 20.9 0.62 C 24.2 0.68 C

WBL 35 10.1 0.10 B 35 10.5 0.11 B 16.0 0.15 B 35 10.5 0.11 B 16.0 0.15 B

WBT 349 16.7 0.40 B 349 17.7 0.42 B 25.7 0.48 C 349 17.7 0.42 B 25.7 0.48 C

WBR 127 3.8 0.16 A 127 3.7 0.17 A 5.3 0.19 A 127 3.7 0.17 A 5.3 0.19 ACollege Rd/New

County RdNBLTR 247 33.7 0.62 C 308 35.0 0.68 C 29.5 0.53 C 327 37.2 0.72 D 30.4 0.56 C

SBLTR 284 49.6 0.84 D 313 54.7 0.88 D 34.6 0.66 C 323 62.7 0.93 E 36.3 0.69 D

Overall 24.3 C 26.9 C 24.8 C 29.0 C 25.6 C

27. Route 59 @ Cherry Ln/Spook Rock Road

34. Route 59 @ College Road/New County Rd

4 of 17

Page 20: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 74 6.1 0.16 A 74 6.1 0.16 A 8.1 0.19 A 74 6.1 0.16 A 8.2 0.20 A

EBT 592 11.6 0.54 B 621 12.2 0.57 B 17.0 0.59 B 620 12.2 0.57 B 17.1 0.57 B

EBR 11 0.0 0.01 A 11 0.0 0.01 A 0.0 0.01 A 11 0.0 0.01 A 0.0 0.01 A

WBL 4 6.0 0.01 A 4 6.0 0.01 A 5.8 0.01 A 4 6.0 0.01 A 5.8 0.01 A

WBT 510 16.7 0.56 B 510 16.7 0.56 B 8.2 0.53 A 510 16.7 0.56 B 8.2 0.52 A

WBR 53 1.0 0.07 A 53 1.0 0.07 A 0.1 0.06 A 53 1.0 0.07 A 0.1 0.06 A

Remsen Avenue NBLTR 22 23.4 0.11 C 23 23.5 0.11 C 31.9 0.06 C 24 23.6 0.11 C 32.0 0.07 C

SBLTR 197 31.1 0.70 C 197 31.1 0.70 C 34.5 0.49 C 197 31.2 0.70 C 34.5 0.52 C

Overall 15.4 B 15.6 B 15.3 B 15.6 B 15.4 B

Route 59 EBL 34 23.8 0.18 C 34 23.6 0.18 C 12.5 0.17 B 34 23.4 0.18 C 12.5 0.17 B

EBT 439 34.8 0.74 C 440 34.5 0.74 C 21.2 0.66 C 441 34.4 0.74 C 21.5 0.67 C

EBR 194 0.2 0.13 A 222 0.2 0.15 A 0.2 0.15 A 220 0.2 0.15 A 0.2 0.15 A

WBL 69 27.0 0.23 C 69 26.8 0.23 C 25.7 0.24 C 69 26.7 0.23 C 25.8 0.24 C

WBT 399 31.5 0.65 C 399 31.3 0.65 C 27.9 0.58 C 399 31.1 0.65 C 27.9 0.58 C

WBR 86 4.6 0.15 A 86 4.7 0.15 A 2.2 0.13 A 86 4.7 0.15 A 2.3 0.13 A

Saddle River Road NBL 216 33.1 0.60 C 216 32.6 0.59 C 27.2 0.54 C 216 32.4 0.59 C 27.2 0.54 C

NBTR 207 43.6 0.63 D 215 43.1 0.64 D 40.7 0.48 D 223 42.8 0.64 D 41.1 0.49 D

SBL 164 25.4 0.41 C 165 26.3 0.43 C 25.2 0.41 C 165 27.0 0.45 C 25.3 0.42 C

SBTR 230 42.7 0.64 D 230 42.6 0.64 D 46.2 0.56 D 230 42.5 0.64 D 46.1 0.56 D

Overall 30.0 C 29.5 C 25.2 C 29.5 C 25.4 C

9. Route 59 @ Remsen Avenue

10. Route 59 @ Saddle River Road (Route 306)

5 of 17

Page 21: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 144 13.6 0.24 B 144 13.6 0.24 B 3.0 0.24 A 144 13.6 0.24 B 3.0 0.24 A

EBTR 492 14.6 0.47 B 494 14.6 0.47 B 5.0 0.41 A 496 14.7 0.48 B 5.0 0.41 A

WBL 19 13.9 0.06 B 19 13.9 0.06 B 5.5 0.04 A 19 13.9 0.06 B 5.4 0.04 A

WBTR 376 16.1 0.43 B 377 16.1 0.44 B 14.4 0.36 B 379 16.1 0.44 B 14.5 0.37 BRobert Pitt

Dr/ShoppingNBL 24 26.6 0.11 C 24 26.6 0.11 C 40.0 0.17 D 24 26.6 0.11 C 40.0 0.17 D

NBTR 20 23.2 0.12 C 20 23.2 0.12 C 32.1 0.16 C 20 23.2 0.12 C 32.1 0.16 C

SBL 73 33.2 0.39 C 73 33.2 0.39 C 47.9 0.42 D 73 33.1 0.39 C 47.9 0.42 D

SBTR 127 18.0 0.52 B 127 18.0 0.52 B 19.3 0.54 B 128 18.1 0.53 B 19.5 0.55 B

Overall 16.7 B 16.7 B 12.5 B 16.7 B 12.5 B

Route 59 EBT 406 19.4 0.58 B 407 20.9 0.62 C 20.5 0.51 C 408 21.2 0.63 C 20.4 0.51 C

EBR 45 5.1 0.07 A 45 5.2 0.08 A 3.0 0.06 A 45 5.2 0.08 A 3.0 0.06 A

WBL 127 5.8 0.24 A 131 5.9 0.25 A 6.1 0.25 A 137 5.9 0.26 A 6.0 0.27 A

WBT 258 5.7 0.25 A 258 5.6 0.24 A 5.0 0.24 A 258 5.5 0.23 A 4.6 0.24 A

Kennedy Drive NBL 82 25.6 0.25 C 82 26.0 0.26 C 34.5 0.18 C 82 26.3 0.26 C 34.5 0.18 C

NBR 157 31.6 0.53 C 157 33.0 0.57 C 38.6 0.39 D 157 33.4 0.57 C 38.6 0.39 D

Overall 16.2 B 16.9 B 18.0 B 17.0 B 17.8 B

Route 59 EBL 112 7.3 0.22 A 112 7.5 0.22 A 10.9 0.31 B 112 7.6 0.23 A 11.6 0.33 B

EBTR 451 8.7 0.41 A 453 8.9 0.42 A 14.6 0.49 B 454 9.1 0.42 A 15.4 0.51 B

WBL 0 0.0 0.00 A 0 0.0 0.00 A 0.0 0.00 A 0 0.0 0.00 A 0.0 0.00 A

WBTR 391 17.6 0.46 B 392 17.9 0.47 B 30.5 0.54 C 394 18.2 0.47 B 31.7 0.57 C

West Street NBLTR 15 0.1 0.02 A 15 0.1 0.02 A 0.1 0.02 A 15 0.1 0.10 A 0.1 0.02 A

SBLTR 260 33.7 0.79 C 266 34.0 0.79 C 11.5 0.47 B 274 34.9 0.80 C 11.5 0.47 B

Overall 16.6 B 16.9 B 18.5 B 17.4 B 19.2 B

11. Route 59 @ Robert Pitt Drive/Shopping Center

12. Route 59 @ Kennedy Drive

13. Route 59 @ West Street

6 of 17

Page 22: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBLTR 556 8.4 0.49 A 557 8.5 0.49 A 5.2 0.52 A 558 8.6 0.49 A 5.1 0.52 A

WBLTR 506 8.4 0.45 A 506 8.4 0.45 A 6.3 0.47 A 507 8.5 0.45 A 6.3 0.47 A

Madison Avenue NBLTR 145 42.4 0.67 D 146 42.4 0.68 D 42.3 0.47 D 148 42.8 0.68 D 42.5 0.47 D

SBLTR 52 20.6 0.19 C 52 20.6 0.19 C 26.3 0.13 C 54 20.9 0.19 C 27.1 0.14 C

Overall 12.8 B 12.8 B 10.8 B 13.0 B 10.9 B

Route 59 EBL 48 14.2 0.15 B 48 14.2 0.15 B 17.2 0.14 B 48 14.2 0.15 B 17.4 0.14 B

EBTR 480 33.3 0.75 C 482 33.2 0.75 C 19.8 0.67 B 483 33.1 0.75 C 20.1 0.67 C

WBL 51 14.7 0.18 B 51 14.6 0.18 B 9.0 0.26 A 51 14.6 0.18 B 9.0 0.26 A

WBTR 431 30.4 0.67 C 431 30.2 0.67 C 10.8 0.57 B 432 30.1 0.67 C 10.7 0.57 B

Main Street NBL 67 23.2 0.22 C 67 23.4 0.22 C 23.9 0.23 C 67 23.4 0.26 C 24.1 0.23 C

NBTR 203 38.8 0.54 D 207 39.3 0.56 D 38.6 0.52 D 214 39.9 0.57 D 39.4 0.54 D

SBL 91 23.7 0.27 C 91 23.9 0.28 C 18.6 0.28 B 91 24.0 0.28 C 19.3 0.29 B

SBTR 246 41.9 0.65 D 246 42.0 0.65 D 29.1 0.55 C 246 42.0 0.65 D 29.7 0.55 C

Overall 32.4 C 32.4 C 20.9 C 32.5 C 21.3 C

Route 59 EBL 34 9.8 0.09 A 34 9.8 0.09 A 17.8 0.18 B 34 9.9 0.09 A 17.8 0.18 B

EBTR (EBLTR

Reconfig)#N/A 19.1 0.49 B 495 19.2 0.49 B 30.7 0.61 C 23.9 0.64 C 498 19.4 0.50 B 30.6 0.62 C 24 0.65 C

WBL 46 9.8 0.11 A 47 9.9 0.11 A 8.3 0.15 A 48 9.9 0.11 A 8.1 0.16 A

WBTR (WBLTR Reconfig)

#N/A 19.6 0.53 B 530 19.7 0.53 B 16.3 0.65 B 5.1 0.41 A 533 19.8 0.54 B 16.2 0.66 B 5.2 0.42 A

Central Avenue/Dutch

NBLT 125 75.1 0.72 E 126 75.2 0.72 E 46.4 0.40 D 46.4 0.4 D 127 75.2 0.72 E 46.5 0.40 D 46.5 0.4 D

NBR 44 0.0 0.03 A 44 0.0 0.03 A 0.0 0.03 A 0 0.03 A 44 0.0 0.03 A 0.0 0.03 A 0 0.03 A

SBL 179 50.0 0.66 D 179 49.9 0.66 D 30.8 0.45 C 30.8 0.45 C 179 49.9 0.66 D 30.9 0.45 C 30.9 0.45 C

SBTR 258 44.4 0.58 D 260 44.5 0.58 D 29.9 0.42 C 29.9 0.42 C 263 44.6 0.59 D 30.0 0.43 C 30.0 0.43 C

Overall 29.5 C 29.6 C 25.6 C 20.3 C 29.7 C 25.6 C 20.3 C

14. Route 59 @ Madison Avenue

39. Route 59 @ Main Street (Route 45)

15. Route 59 @ S. Central Avenue/Dutch Lane

7 of 17

Page 23: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 96 66.0 0.58 E 96 66.0 0.58 E 65.6 0.58 E 96 66.0 0.58 E 65.7 0.58 E

EBT 607 9.4 0.27 A 610 9.5 0.27 A 5.6 0.28 A 614 9.6 0.27 A 5.7 0.28 A

WBT 568 18.8 0.31 B 570 18.9 0.31 B 14.8 0.34 B 574 19.1 0.32 B 14.4 0.34 B

WBR 299 4.4 0.15 A 325 4.4 0.17 A 3.5 0.17 A 361 4.5 0.18 A 3.5 0.19 ANew Clarkstown

RoadSBL 436 61.2 0.80 E 438 60.9 0.80 E 55.0 0.76 D 441 60.3 0.80 E 54.6 0.76 D

SBR 145 5.0 0.26 A 147 5.0 0.26 A 4.5 0.25 A 150 5.0 0.27 A 4.5 0.26 A

Overall 23.9 C 23.7 C 20.1 C 23.3 C 19.7 B

Route 59 EBL 320 74.9 0.91 E 321 77.5 0.92 E 71.3 0.91 E 67.6 0.91 E 323 81.2 0.94 F 71.4 0.91 E 67.8 0.91 EEBTR (EBT

Reconfig)#N/A 31.6 0.45 C 728 32.2 0.46 C 48.0 0.78 D 42.5 0.75 D 732 33.0 0.47 C 48.2 0.79 D 42.6 0.75 D

EBR (Reconfigu

re)3.4 0.12 A 3.6 0.12 A

WBL 36 41.5 0.10 D 39 42.2 0.11 D 27.1 0.08 C 40.3 0.11 D 42 42.8 0.12 D 26.6 0.09 C 40.2 0.12 D

WBT 446 29.7 0.28 C 472 30.4 0.29 C 27.2 0.36 C 34.8 0.36 C 509 31.3 0.32 C 26.9 0.38 C 35.1 0.38 D

WBR 304 5.9 0.40 A 308 6.1 0.41 A 6.9 0.45 A 8.5 0.45 A 313 6.2 0.41 A 6.8 0.45 A 8.7 0.46 AWB I-87

Ramps/FormanNBL 47 66.0 0.43 E 47 66.7 0.43 E 27.6 0.13 C 27.6 0.13 C 47 67.5 0.44 E 27.6 0.13 C 27.6 0.13 C

NBT 201 62.3 0.74 E 202 63.0 0.74 E 40.0 0.44 D 40.0 0.44 D 204 63.8 0.75 E 40.1 0.45 D 40.1 0.45 D

NBR 134 4.0 0.20 A 134 4.1 0.20 A 3.6 0.16 A 5.3 0.18 A 134 6.1 0.20 A 3.6 0.16 A 5.3 0.18 A

SBL 113 67.3 0.65 E 126 68.5 0.68 E 35.4 0.44 D 35.4 0.44 D 144 71.3 0.73 E 37.8 0.50 D 37.8 0.50 D

SBT 113 41.1 0.30 D 123 41.0 0.32 D 35.8 0.25 D 35.8 0.25 D 137 41.1 0.34 D 36.3 0.28 D 36.3 0.28 D

SBR 374 5.1 0.44 A 376 5.0 0.43 A 4.3 0.38 A 4.3 0.38 A 379 4.8 0.43 A 4.3 0.38 A 4.3 0.38 A

Overall 33.3 C 34.1 C 32.8 C 31.8 C 35.4 D 32.8 C 32.2 C

35. Route 59 @ New Clarkstown Road

37. Route 59 @ WB I-87 Ramps/Forman Rd (Exit 14)

8 of 17

Page 24: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 20 62.7 0.63 E 27 62.7 0.65 E 32.3 0.52 C 39 62.5 0.68 E 34.5 0.58 C

EBTR 779 23.5 0.36 C 783 24.9 0.38 C 5.2 0.31 A 787 25.5 0.39 C 5.4 0.31 A

WBL 34 41.9 0.10 D 34 41.9 0.10 D 73.9 0.20 E 34 41.9 0.10 D 73.5 0.21 E

WBTR 644 18.3 0.26 B 670 20.1 0.29 C 9.3 0.30 A 708 21.7 0.31 C 10.1 0.32 B

Old Turnpike Way NBLT 70 61.7 0.46 E 77 61.9 0.48 E 59.8 0.48 E 87 62.1 0.51 E 60.7 0.51 E

NBR 421 17.7 0.67 B 421 16.7 0.64 B 26.3 0.86 C 421 16.3 0.63 B 22.4 0.82 C

SBLTR 84 51.2 0.49 D 80 52.9 0.47 D 49.4 0.46 D 80 54.9 0.47 D 51.5 0.46 D

Overall 25.9 C 27.0 C 16.9 B 28.0 C 16.8 B

Route 59 EBL 159 53.7 0.47 D 159 53.7 0.47 D 38.6 0.55 D 159 53.8 0.47 D 38.7 0.55 D

EBTR 1057 27.8 0.52 C 1061 27.9 0.52 C 11.5 0.47 B 1065 27.7 0.52 C 11.5 0.47 B

WBUL 14 51.1 0.10 D 14 51.1 0.10 D 27.2 0.15 C 14 51.1 0.10 D 28.5 0.15 C

WBTR 585 29.3 0.36 C 588 29.4 0.36 C 9.3 0.33 A 591 29.4 0.36 C 9.3 0.33 AEB I-87

Ramps/GrandviewNBL 78 47.9 0.23 D 81 48.0 0.24 D 47.8 0.24 D 84 48.0 0.24 D 47.9 0.24 D

NBTR 66 20.1 0.32 C 66 20.1 0.32 C 18.6 0.31 B 66 20.0 0.32 B 18.6 0.31 B

SBL 632 47.8 0.78 D 633 47.9 0.78 D 52.3 0.83 D 634 48.0 0.78 D 51.9 0.82 D

SBT 66 36.8 0.15 D 74 37.0 0.17 D 36.3 0.18 D 85 37.2 0.19 D 36.7 0.20 D

SBR 156 4.5 0.23 A 182 4.3 0.26 A 4.3 0.28 A 219 4.2 0.30 A 7.2 0.32 A

Overall 33.5 C 33.3 C 23.0 C 33.0 C 22.8 C

Route 59 EBL 0 0.0 0.00 A 0 0.0 0.00 A 0.0 0.00 A 0 0.0 0.00 A 0.0 0.00 A

EBT 1714 0.2 0.37 A 1719 0.2 0.37 A 0.2 0.37 A 1724 0.2 0.37 A 0.2 0.37 A

WBTR 572 3.5 0.16 A 575 3.5 0.16 A 0.2 0.15 A 578 3.5 0.16 A 0.2 0.15 AEasement

Rd/Home DepotSBR 27 33.3 0.13 C 27 33.3 0.13 C 50.6 0.17 D 27 33.3 0.13 C 50.2 0.17 D

Overall 1.4 A 1.4 A 2.2 A 1.4 A 2.2 A

17. Route 59 @ EB I-87 Ramps/Grandview Avenue (Exit 14)

1023. Route 59 @ Easement Rd/Home Depot

16. Route 59 @ Old Turnpike Way

9 of 17

Page 25: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 22 61.1 0.26 E 22 61.1 0.26 E 54.6 0.12 D 22 61.1 0.26 E 54.6 0.12 D

EBTR 1765 13.5 0.52 B 1770 13.6 0.52 B 11.6 0.68 B 1775 14.6 0.54 B 12.3 0.69 B

WBL 29 57.1 0.32 E 29 57.3 0.32 E 42.0 0.38 D 29 57.6 0.32 E 42.5 0.38 D

WBT 545 10.8 0.16 B 547 10.9 0.16 B 8.1 0.25 A 549 11.7 0.16 B 8.4 0.25 A

WBR 31 2.6 0.02 A 38 2.6 0.03 A 1.7 0.04 A 47 3.0 0.04 A 1.8 0.05 A

Hutton Avenue NBLT 17 60.0 0.21 E 19 60.3 0.23 E 58.4 0.19 E 21 60.8 0.25 E 59.3 0.22 E

NBR 46 5.0 0.22 A 46 5.0 0.22 A 0.9 0.14 A 46 4.4 0.19 A 0.9 0.14 A

SBL 59 55.4 0.27 E 59 55.6 0.28 E 44.9 0.13 D 59 55.6 0.28 E 44.9 0.13 D

SBT 3 55.6 0.28 E 4 55.5 0.27 E 44.9 0.13 D 4 55.5 0.27 E 44.9 0.13 D

SBR 14 31.8 0.07 C 14 31.7 0.07 C 28.0 0.03 C 14 30.3 0.07 C 28.0 0.03 C

Overall 15.0 B 15.1 B 12.9 B 15.9 B 13.1 B

Route 59 EBT 1863 1.9 0.50 A 1876 1.9 0.50 A 2.6 0.50 A 1893 1.4 0.51 A 2.7 0.51 A

EBR 67 0.1 0.06 A 67 0.1 0.06 A 0.1 0.06 A 67 0.1 0.06 A 0.1 0.06 A

WBTR 560 4.2 0.15 A 568 4.2 0.15 A 2.7 0.15 A 580 4.2 0.16 A 2.7 0.16 AShops at Nanuet

West DrwyNBL 18 55.3 0.11 E 18 55.3 0.11 E 55.3 0.11 E 18 55.3 0.11 E 55.3 0.11 E

NBR 14 0.9 0.09 A 14 0.9 0.09 A 0.9 0.09 A 14 0.9 0.09 A 0.9 0.09 A

SBL 11 56.6 0.13 E 11 56.6 0.13 E 56.6 0.13 E 11 56.6 0.13 E 56.6 0.13 E

SBR 37 2.9 0.22 A 37 2.9 0.22 A 2.9 0.22 A 37 2.9 0.22 A 2.9 0.22 A

Overall 3.0 A 3.0 A 3.2 A 2.6 A 3.3 A

18. Route 59 @ Hutton Avenue

19. Route 59 @ Shops at Nanuet West Driveway (Sears Access)

10 of 17

Page 26: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 65 69.4 0.47 E 65 69.6 0.47 E 35.9 0.44 D 65 71.8 0.47 E 35.8 0.44 D

EBTR 1823 4.5 0.53 A 1836 4.6 0.54 A 2.3 0.49 A 1852 4.1 0.54 A 2.4 0.49 A

WBL 9 42.9 0.05 D 9 42.9 0.05 D 73.8 0.12 E 9 42.9 0.05 D 73.6 0.12 E

WBTR 545 7.9 0.16 A 553 7.9 0.16 A 1.0 0.16 A 565 8.0 0.16 A 1.2 0.17 AShops at Nanuet

East DrwyNBLT 7 44.1 0.06 D 8 44.4 0.07 D 44.4 0.07 D 9 44.8 0.08 D 44.8 0.08 D

NBR 12 0.2 0.03 A 12 0.2 0.03 A 0.2 0.04 A 12 0.2 0.03 A 0.2 0.04 A

SBLT 32 51.4 0.27 D 32 51.4 0.27 D 51.4 0.27 D 32 51.4 0.27 D 51.4 0.27 D

SBR 33 0.5 0.10 A 33 0.5 0.10 A 0.5 0.10 A 33 0.5 0.10 A 0.5 0.10 A

Overall 7.7 A 7.8 A 3.9 A 7.5 A 3.9 A

Route 59 EBL 149 41.4 0.41 D 149 41.4 0.41 D 38.1 0.57 D 149 41.4 0.41 D 37.9 0.57 D

EBTR 1697 46.2 0.97 D 1710 47.7 0.98 D 20.2 0.91 C 1726 49.8 0.99 D 21.0 0.92 C

WBL 80 39.2 0.22 D 80 39.2 0.22 D 55.3 0.30 E 80 39.2 0.22 D 55.9 0.30 E

WBT 359 22.7 0.23 C 367 22.8 0.23 C 32.1 0.19 C 379 22.8 0.24 C 31.7 0.20 C

WBR 104 24.4 0.21 C 105 24.4 0.21 C 32.9 0.18 C 106 24.4 0.21 C 32.3 0.18 C

Middletown Road NBL 82 49.0 0.50 D 82 49.0 0.50 D 54.4 0.40 D 82 49.0 0.50 D 54.4 0.40 D

NBT 123 44.0 0.43 D 123 44.0 0.43 D 49.8 0.30 D 123 44.1 0.43 D 49.8 0.30 D

NBR 67 27.2 0.17 C 67 27.2 0.17 C 23.2 0.22 C 67 27.2 0.17 C 23.2 0.22 C

SBL 314 36.0 0.54 D 314 36.0 0.54 D 48.1 0.54 D 314 35.9 0.54 D 48.1 0.54 D

SBTR 417 39.4 0.67 D 418 39.4 0.67 D 54.4 0.74 D 419 39.5 0.67 D 54.4 0.74 D

Overall 40.5 D 41.2 D 32.2 C 42.3 D 32.5 C

21. Route 59 @ Middletown Road

20. Route 59 @ Shops at Nanuet East Driveway (Fashion Drive)

11 of 17

Page 27: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 337 49.5 0.72 D 338 49.9 0.73 D 54.2 0.56 D 339 50.6 0.73 D 54.3 0.56 D

EBTR 1551 35.0 0.85 C 1563 35.8 0.86 D 28.4 0.96 C 1578 37.1 0.88 D 29.5 0.97 C

WBL 49 39.3 0.11 D 52 39.5 0.12 D 77.8 0.20 E 58 40.0 0.13 D 78.2 0.22 E

WBTR 300 24.0 0.18 C 300 24.2 0.19 C 26.1 0.30 C 301 24.6 0.19 C 26.0 0.30 C

College Avenue NBL 92 42.0 0.40 D 100 43.0 0.43 D 37.8 0.25 D 110 44.3 0.47 D 38.2 0.27 D

NBTR 123 45.6 0.53 D 126 46.0 0.53 D 38.8 0.30 D 130 46.8 0.55 D 39.0 0.32 D

SBL 22 42.9 0.13 D 22 42.8 0.13 D 46.0 0.10 D 22 42.5 0.12 D 46.0 0.10 D

SBT 99 53.6 0.55 D 104 53.9 0.57 D 52.8 0.43 D 112 54.4 0.59 D 53.7 0.46 D

SBR 171 29.0 0.37 C 171 28.9 0.37 C 17.3 0.35 B 172 28.9 0.37 C 17.3 0.35 B

Overall 36.7 D 37.4 D 33.4 C 38.4 D 34.2 C

Route 59 EBL 20 34.3 0.14 C 20 34.3 0.14 C 68.8 0.12 E 20 34.3 0.14 C 68.8 0.12 E

EBTR 1519 12.9 0.53 B 1546 13.2 0.54 B 4.0 0.67 A 1590 13.5 0.55 B 4.5 0.69 A

WBL 34 34.1 0.22 C 34 34.2 0.22 C 32.6 0.18 C 34 34.2 0.22 C 32.4 0.18 C

WBTR 336 7.8 0.10 A 341 7.8 0.10 A 11.2 0.15 B 350 7.8 0.10 A 11.1 0.15 B

Rockland Center NBLT 42 27.0 0.23 C 43 27.2 0.24 C 37.1 0.14 D 43 27.2 0.24 C 37.1 0.14 D

NBR 65 1.6 0.15 A 65 1.6 0.15 A 4.0 0.10 A 65 1.6 0.15 A 4.0 0.10 A

SBLT 6 23.3 0.03 C 6 23.3 0.03 C 35.0 0.01 C 6 23.3 0.03 C 35.0 0.01 C

SBR 1 0.0 0.00 A 1 0.0 0.00 A 0.0 0.00 A 1 0.0 0.00 A 0.0 0.00 A

Overall 12.6 B 12.8 B 7.1 A 13.0 B 7.4 A

22. Route 59 @ College Avenue

23. Route 59 @ Rockland Center

12 of 17

Page 28: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 23 41.3 0.20 D 23 41.3 0.20 D 40.0 0.08 D 23 41.3 0.20 D 39.9 0.08 D

EBTR 1378 23.4 0.72 C 1401 23.7 0.73 C 8.4 0.82 A 1439 24.2 0.75 C 9.5 0.86 A

WBL 236 32.5 0.40 C 249 32.8 0.42 C 36.8 0.28 D 265 33.1 0.45 C 37.0 0.28 D

WBT 351 10.2 0.13 B 356 10.2 0.13 B 20.1 0.16 C 365 10.2 0.13 B 20.1 0.17 C

WBR 355 1.1 0.29 A 357 1.1 0.29 A 2.8 0.32 A 359 1.1 0.29 A 3.4 0.33 A

Smith Street NBL 16 40.9 0.15 D 16 40.9 0.15 D 54.6 0.07 D 16 40.9 0.15 D 54.9 0.10 D

NBT 17 35.4 0.08 D 20 35.5 0.09 D 53.4 0.14 D 24 35.7 0.11 D 54.0 0.17 D

NBR 668 71.8 1.03 E 730 102.5 1.12 F 48.7 0.91 D 807 149.2 1.24 F 52.9 0.96 D

SBL 71 39.8 0.35 D 71 35.5 0.35 D 48.9 0.28 D 71 39.8 0.35 D 52.1 0.19 D

SBT 17 32.9 0.07 C 17 39.8 0.07 D - - - 17 32.9 0.07 C - - -

SBR 31 23.5 0.08 C 31 23.5 0.08 C - - - 31 23.5 0.08 C - - -

SBLTR 119 - - - 119 - - - 47.0 0.10 D 119 - - - 49.9 0.19 D

Overall 31.0 C 38.7 D 22.4 C 51.1 D 24.5 C

Route 59 EBL 240 60.8 0.84 E 240 60.8 0.84 E 51.6 0.74 D 240 60.8 0.84 E 53.7 0.74 D

EBT 1922 6.1 0.71 A 2054 7.2 0.76 A 8.8 0.81 A 2268 9.9 0.84 A 12.0 0.89 B

WBT 497 9.9 0.26 A 534 10.1 0.28 B 15.6 0.30 B 591 10.3 0.31 B 16.0 0.34 B

WBR 64 2.7 0.07 A 64 2.7 0.07 A 3.3 0.08 A 64 2.7 0.07 A 3.3 0.08 A

Crossfield Avenue SBL 50 42.8 0.33 D 50 42.8 0.33 D 49.4 0.23 D 50 42.8 0.33 D 49.4 0.23 D

SBR 94 14.0 0.42 B 95 14.0 0.43 B 12.2 0.34 B 97 14.0 0.43 B 12.2 0.35 B

Overall 12.2 B 12.6 B 14.0 B 14.1 B 16.1 B

24. Route 59 @ Smith Street

25. Route 59 @ Crosfield Avenue

13 of 17

Page 29: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBTR 2143 16.2 0.71 B 2270 17.5 0.75 B 16.8 0.76 B 2478 19.8 0.82 B 19.2 0.83 B

WBL 29 38.4 0.22 D 29 38.5 0.22 D 36.4 0.24 D 29 38.6 0.22 D 36.4 0.24 D

WBT 550 6.1 0.24 A 584 6.2 0.25 A 6.0 0.26 A 637 6.4 0.28 A 6.1 0.28 A

WBR 50 1.2 0.05 A 50 1.2 0.05 A 0.1 0.05 A 50 1.2 0.05 A 0.1 0.05 APalisades Center

DriveNBL 23 38.4 0.18 D 25 38.6 0.19 D 35.9 0.21 D 28 38.8 0.21 D 36.3 0.23 D

NBR 35 1.5 0.16 A 35 1.4 0.16 A 0.8 0.12 A 35 1.4 0.16 A 0.8 0.12 A

SBL 41 38.8 0.21 D 41 38.9 0.21 D 35.1 0.21 D 41 39.0 0.21 D 35.1 0.21 D

SBLT 53 38.6 0.21 D 53 38.7 0.21 D 35.0 0.21 C 54 38.9 0.21 D 35.0 0.21 C

SBR 67 3.6 0.22 A 68 3.8 0.22 A 0.9 0.17 A 69 3.9 0.22 A 0.9 0.18 A

Overall 14.4 B 15.4 B 14.6 B 17.1 B 16.4 B

Route 59 EBLTR 1326 9.0 0.67 A 1419 10.2 0.71 B 9.5 0.70 A 1549 12.1 0.78 B 11.1 0.76 B

WBLT 481 4.4 0.20 A 487 4.4 0.20 A 0.3 0.20 A 496 4.4 0.21 A 0.3 0.20 A

WBR 0.0 0.00 A 0.0 0.00 A 0.0 0.00 A 0.0 0.00 A 0.0 0.00 AOld Nyack

Tpke/Shopping PlzNBLTR 60 25.0 0.30 C 60 25.0 0.30 C 48.6 0.29 D 60 25.0 0.30 C 48.6 0.29 D

SBLT 0 0.0 0.00 A 0 0.0 0.00 A 0.0 0.00 A 0 0.0 0.00 A 0.0 0.00 A

SBR 84 0.5 0.14 A 85 0.5 0.15 A 0.5 0.15 A 86 0.5 0.15 A 0.5 0.15 A

Overall 8.0 A 8.9 A 8.1 A 10.3 B 9.3 A

32. Route 59 @ Palisades Center Drive

1033. Route 59 @ Old Nyack Turnpike/The Hub Shopping Plaza

14 of 17

Page 30: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

Route 59 EBL 425 115.9 1.14 F 450 148.0 1.23 F 64.7 1.02 E 480 182.2 1.31 F 79.1 1.07 E

EBTR 691 26.5 0.52 C 730 28.9 0.58 C 15.1 0.49 B 786 29.9 0.62 C 14.7 0.52 B

WBL 36 18.1 0.15 B 38 18.3 0.16 B 19.9 0.20 B 40 18.7 0.18 B 19.7 0.22 B

WBTR 628 49.6 0.91 D 630 49.6 0.90 D 47.7 0.89 D 632 49.6 0.90 D 48.3 0.91 D

Waldron Avenue NBLTR 294 52.5 0.77 D 299 55.4 0.80 E 63.4 0.84 E 307 64.5 0.88 E 79.0 0.94 E

Mountainview Ave SBL 68 43.5 0.40 D 68 43.4 0.40 D 47.5 0.41 D 68 43.7 0.40 D 48.2 0.43 D

SBTR 245 42.9 0.59 D 245 43.0 0.59 D 47.0 0.60 D 245 43.0 0.59 D 47.4 0.61 D

SB I-87 Ramp SELR 143 54.9 0.51 D 143 55.0 0.51 D 72.4 0.70 E 143 55.0 0.51 D 72.4 0.70 E

Overall 53.8 D 60.5 E 44.2 D 68.2 E 48.2 D

Route 59 EBL 364 67.1 0.90 E 378 68.7 0.91 E 34.6 0.89 C 398 71.2 0.92 E 42.7 0.93 D

EBTR 393 48.1 0.74 D 419 50.1 0.77 D 26.6 0.70 C 456 53.4 0.81 D 28.8 0.76 C

WBL 35 36.9 0.26 D 35 37.5 0.27 D 16.5 0.16 B 36 38.2 0.29 D 16.9 0.18 B

WBTR 206 57.0 0.63 E 207 59.3 0.65 E 48.0 0.72 D 208 62.4 0.67 E 51.7 0.76 D

Route 9W NBL 225 45.9 0.64 D 228 49.4 0.66 D 35.1 0.75 D 232 54.9 0.71 D 39.5 0.79 D

NBTR 229 34.8 0.33 C 240 35.2 0.34 D 24.6 0.33 C 255 36.0 0.36 D 25.0 0.35 C

SBL 20 20.3 0.04 C 20 21.1 0.05 C 16.8 0.05 B 20 22.1 0.05 C 16.8 0.05 B

SBTR 459 51.8 0.81 D 469 59.3 0.83 E 61.2 0.86 E 482 77.0 0.09 E 71.8 0.89 E

Overall 51.2 D 54.3 D 38.9 D 60.6 E 44.0 D

38. Route 59 @ SB I-87 Ramp/Mountainview Avenue/Waldron Avenue (Exit 11)

28. Route 59 @ Route 9W

15 of 17

Page 31: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

I-87 EB Ramps EBLT 440 49.1 0.91 D 470 61.0 0.97 E 35.4 0.72 D 509 81.8 1.05 F 37.7 0.76 D

EBR 504 65.2 1.01 E 516 71.8 1.04 E 39.0 0.83 D 534 82.8 1.07 F 38.9 0.84 D

Airmont Road NBT 420 18.3 0.36 B 422 18.3 0.37 B 39.9 0.62 D 446 18.6 0.39 B 40.7 0.66 D

NBR 350 4.3 0.47 A 351 4.3 0.47 A 9.5 0.60 A 352 4.3 0.47 A 9.4 0.61 A

SBL 194 31.2 0.45 C 195 31.2 0.45 C 47.7 0.23 D 197 31.2 0.46 C 48.4 0.25 D

SBT 995 11.0 0.55 B 1042 11.3 0.57 B 22.6 0.62 C 1106 11.8 0.61 B 23.3 0.67 C

Overall 27.8 C 31.0 C 30.0 C 36.5 D 30.7 C

I-87 WB Ramps WBL 522 32.2 0.63 C 562 30.9 0.62 C 31.8 0.51 C 621 31.2 0.65 C 29.0 0.50 C

WBLT 522 32.3 0.63 C 562 31.0 0.63 C 31.8 0.51 C 621 31.3 0.65 C 29.0 0.50 C

WBR 457 29.6 0.85 C 503 37.5 0.90 D 36.5 0.83 D 561 59.8 1.00 E 40.0 0.87 D

Airmont Road NBL 224 17.2 0.43 B 224 18.8 0.45 B 29.2 0.54 C 224 20.1 0.46 C 34.2 0.59 C

NBT 636 8.8 0.32 A 668 9.7 0.35 A 12.4 0.37 B 731 10.5 0.40 B 15.7 0.43 B

SBT 667 78.0 0.61 E 675 80.7 0.66 F 17.9 0.55 B 682 83.1 0.71 F 24.5 0.63 C

SBR 225 5.7 0.35 A 225 6.1 0.37 A 3.7 0.33 A 225 6.6 0.38 A 4.3 0.35 A

Overall 34.1 C 36.0 D 22.4 C 40.5 D 25.4 C

Executive Boulevard

EBLTR 2 0.0 0.00 A 2 0.0 0.00 A 0.0 0.00 A 2 0.0 0.00 A 0.0 0.00 A

Airmont Road NBL 0 14.7 0.65 B 0 15.6 0.70 B 2.3 0.46 A 0 17.6 0.77 B 2.4 0.51 A

NBTR 1094 12.4 0.53 B 1171 12.4 0.54 B 1.4 0.36 A 1292 12.5 0.54 B 1.4 0.36 A

SBTR 1120 2.2 0.27 A 1153 2.2 0.29 A 0.3 0.21 A 1191 2.2 0.32 A 0.3 0.24 A

Overall 12.4 B 12.9 B 1.7 A 13.9 B 1.8 A

Montebello Road EBLT 105 25.7 0.36 C 106 24.5 0.34 C 30.8 0.23 C 107 23.1 0.32 C 30.9 0.23 C

EBR 395 21.4 0.79 C 424 24.0 0.82 C 10.9 0.59 B 454 26.4 0.84 C 13.1 0.63 B

WBL 1 18.0 0.00 B 1 18.0 0.00 B 27.0 0.00 C 1 17.0 0.00 B 27.0 0.00 C

WBT 1 18.0 0.00 B 1 17.0 0.00 B 27.0 0.00 C 1 17.0 0.00 B 27.0 0.00 C

40. Airmont Road @ Montebello Road

31. Airmont Road @ Executive Boulevard

29. Airmont Road @ I-87 EB Ramps (Exit 14B)

30. Airmont Road @ I-87 WB Ramps (Exit 14B)

16 of 17

Page 32: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New York

AM Peak Hour (7:30 - 8:30 AM)

Optimized 20282018

Volume

No Build 2018 No Build 20182028

Volume

Existing 2014Intersection

(Synchro ID #)

Optimize + Reconfigure 2018

Optimized 2018Optimize +

Reconfigure 2028

WBR 2 0.0 0.00 A 2 0.0 0.00 A 0.0 0.00 A 2 0.0 0.00 A 0.0 0.00 A

Airmont Road NBL 235 18.4 0.62 B 243 21.1 0.66 C 24.8 0.61 C 251 26.7 0.71 C 24.4 0.64 C

NBTR 859 12.7 0.49 B 928 14.1 0.54 B 8.9 0.58 A 1041 16.4 0.62 B 9.7 0.65 A

SBL 51 8.1 0.15 A 52 8.8 0.17 A 21.0 0.31 C 52 9.7 0.20 A 28.2 0.37 C

SBTR 809 17.6 0.56 B 815 18.7 0.58 B 36.3 0.71 D 824 19.7 0.61 B 36.6 0.71 D

Overall 16.7 B 18.2 B 20.6 C 20.1 C 21.0 C

17 of 17

Page 33: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Route 59 WBL 135 37.6 0.55 D 135 39.0 0.56 D 34.4 0.50 C 135 39.3 0.56 D 44.1 0.53 D

WBR 295 9.7 0.63 A 327 10.2 0.66 B 9.5 0.64 A 371 10.9 0.70 B 22.3 0.79 C

Wayne Avenue NBTR 587 31.0 0.68 C 682 74.3 0.77 E 23.1 0.82 C 821 83.0 0.93 F 29.5 0.88 C

SBL 14 8.1 0.32 A 15 11.1 11.10 B 13.8 0.47 B 17 23.5 0.56 C 25.8 0.60 C

SBT 252 5.0 0.21 A 263 4.9 4.90 A 5.3 0.23 A 283 5.0 0.23 A 5.2 0.24 A

Overall 20.2 C 39.9 D 17.3 B 46.7 D 24.9 C

Route 59 EBLTR 5.00 22.00 0.01 C 5 21.4 0.01 C 20.0 0.01 B 5 20.8 0.01 C 20.6 0.01 C

WBLR 292.00 49.00 0.82 D 317 50.4 0.85 D 41.2 0.82 D 356 52.1 0.88 D 51.7 0.89 D

Orange Avenue NBTR 469.00 22.20 0.59 C 540 30.4 0.77 C 28.1 0.84 C 641 50.3 0.95 D 36.7 0.92 D

SBL 148.00 10.30 0.35 B 148 10.9 0.36 B 13.1 0.47 B 148 12.7 0.42 B 14.6 0.51 B

SBT 207.00 9.60 0.19 A 209 10.8 0.24 B 9.3 0.27 A 213 12.1 0.28 B 10.2 0.29 B

Overall 25.30 C 29.4 C 26.0 C 39.9 D 33.2 C

Route 59 EBLTR 264 16.7 0.52 B 265 17.2 0.53 B 16.4 0.53 B 266 18.5 0.54 B 17.1 0.54 B

WBLTR 292 15.2 0.53 B 297 16.2 0.55 B 15.2 0.56 B 305 17.9 0.59 B 16.3 0.59 B

Chestnut Street NBLTR 200 7.6 0.30 A 205 7.8 0.30 A 6.4 0.30 A 212 7.8 0.29 A 6.6 0.30 A

SBLTR 381 18.0 0.72 B 411 18.7 0.74 B 18.5 0.76 B 455 19.9 0.77 B 20.5 0.79 C

Overall 15.1 B 15.8 B 15.1 B 17.0 B 16.4 B

Route 59 EBLTR 335 17.2 0.44 B 335 17.2 0.44 B 12.4 0.39 B 335 17.2 0.44 B 12.4 0.39 B

WBL 392 64.9 0.98 E 403 71.9 1.01 E 34.1 0.85 C 416 80.7 1.04 F 37.5 0.88 D

WBTR 344 17.7 0.47 B 344 17.7 0.47 B 12.7 0.41 B 344 17.7 0.47 B 12.7 0.41 BWashington

AvenueNBLTR 461 28.9 0.77 C 461 28.9 0.77 C 47.7 0.91 D 461 29.0 0.77 C 48.3 0.91 D

SBLTR 235 23.4 0.57 C 241 23.7 0.58 C 41.6 0.78 D 249 24.1 0.59 C 43.0 0.80 D

Overall 31.8 C 33.6 C 30.4 C 35.9 D 31.6 C

Existing 2014

2. Route 59 @ Chestnut Street

3. Route 59 @ Washington Avenue

1. Route 59 @ Route 202 (Wayne Ave)

33. Route 59 @ Route 202 (Orange Ave)

Intersection(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

1 of 17

Page 34: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 20 7.2 0.08 A 20 7.2 0.08 A 12.1 0.08 B 20 7.3 0.09 A 12.2 0.08 B

EBTR 600 19.6 0.61 B 600 19.6 0.61 B 16.1 0.57 B 600 19.7 0.61 B 16.1 0.57 B

WBL 77 7.5 0.19 A 77 7.5 0.19 A 9.2 0.21 A 77 7.5 0.19 A 9.3 0.21 A

WBT 812 22.4 0.76 C 823 22.9 0.77 C 18.0 0.73 B 836 23.6 0.78 C 18.5 0.74 B

Hillcrest Road NBL 63 26.4 0.20 C 63 26.4 0.20 C 29.8 0.23 C 63 26.3 0.20 C 29.8 0.23 C

NBTR 83 26.9 0.25 C 83 26.9 0.25 C 30.3 0.28 C 84 26.9 0.25 C 30.3 0.28 C

SBLTR 77 36.9 0.45 D 78 37.1 0.46 D 43.2 0.53 D 79 37.5 0.46 D 43.3 0.53 D

Overall 21.6 C 21.9 C 19.0 B 22.3 C 19.3 B

Route 59 EBL 146 37.9 0.59 D 146 38.5 0.59 D 41.8 0.77 D 146 39.1 0.60 D 41.8 0.77 D

EBT 447 34.9 0.69 C 447 35.2 0.69 D 28.7 0.73 C 447 35.5 0.69 D 28.7 0.73 C

EBR 80 2.8 0.13 A 80 2.8 0.13 A 0.4 0.13 A 80 2.8 0.13 A 0.4 0.13 A

WBL 98 20.6 0.32 C 98 20.8 0.32 C 16.4 0.40 B 98 21.1 0.32 C 16.4 0.40 B

WBT 534 41.9 0.82 D 534 42.3 0.82 D 49.0 0.94 D 534 42.8 0.83 D 49.0 0.94 D

WBR 124 5.1 0.20 A 124 5.1 0.20 A 2.1 0.21 A 124 5.1 0.20 A 2.1 0.21 AHemion

Rd/Campbell RdNBL 109 47.2 0.45 D 120 48.1 0.49 D 35.5 0.51 D 133 49.3 0.53 D 37.7 0.57 D

NBTR 207 59.4 0.80 E 214 60.9 0.81 E 47.9 0.81 D 221 62.3 0.82 E 52.1 0.84 D

SBL 137 44.5 0.44 D 137 44.7 0.44 D 31.2 0.48 C 137 44.9 0.45 D 31.2 0.48 C

SBTR 306 65.6 0.91 E 306 66.3 0.91 E 48.7 0.89 D 306 66.9 0.91 E 48.7 0.89 D

Overall 41.1 D 41.7 D 36.6 D 42.4 D 37.2 D

4. Route 59 @ Hillcrest Road

5. Route 59 @ Hemion Road/Campbell Road

2 of 17

Page 35: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 440 79.4 1.04 E 444 82.9 1.06 F 53.0 0.85 D 449 88.1 1.07 F 54.0 0.86 D

EBT 374 39.0 0.67 D 383 39.8 0.69 D 34.4 0.58 C 395 40.9 0.71 D 35.0 0.60 C

EBR 56 28.8 0.12 C 56 28.9 0.12 C 26.2 0.10 C 56 29.1 0.12 C 26.2 0.10 C

WBL 166 22.0 0.48 C 167 22.4 0.50 C 39.8 0.68 D 168 23.1 0.51 C 40.1 0.69 D

WBT 320 48.8 0.76 D 320 48.7 0.75 D 38.5 0.71 D 320 48.7 0.75 D 38.6 0.72 D

WBR 364 16.8 0.61 B 378 17.5 0.63 B 18.0 0.61 B 397 18.7 0.66 B 19.1 0.65 B

Airmont Road NBL 53 28.5 0.23 C 53 28.7 0.23 C 26.1 0.22 C 53 29.3 0.23 C 26.6 0.23 C

NBTR 458 42.6 0.70 D 461 42.7 0.70 D 51.4 0.79 D 465 42.8 0.70 D 51.2 0.79 D

SBL 297 46.8 0.75 D 297 47.2 0.76 D 51.2 0.92 D 297 47.5 0.75 D 51.8 0.92 D

SBT 336 42.9 0.68 D 336 42.9 0.68 D 32.8 0.68 C 336 43.0 0.67 D 32.7 0.68 C

SBR 519 30.4 0.89 C 526 31.1 0.90 C 5.2 0.58 A 535 32.4 0.91 C 5.3 0.59 A

Overall 41.9 D 42.6 D 34.5 C 43.7 D 34.8 C

Route 59 EBL 190 12.1 0.48 B 194 12.4 0.49 B 5.8 0.48 A 197 12.9 0.50 B 5.9 0.49 A

EBTR 614 17.9 0.65 B 624 18.3 0.66 B 16.6 0.67 B 636 18.6 0.67 B 17.1 0.69 B

WBLTR 547 16.1 0.58 B 551 16.4 0.58 B 22.7 0.59 C 556 16.5 0.59 B 22.9 0.60 C

NBLTR 23 28.2 0.09 C 23 28.3 0.09 C 31.4 0.07 C 24 28.4 0.09 C 31.6 0.08 CRichgold Shopping

CenterSBLT 227 71.0 0.90 E 227 71.4 0.90 E 58.8 0.77 E 227 71.7 0.90 E 59.0 0.77 E

SBR 204 7.8 0.45 A 215 7.8 0.47 A 7.0 0.43 A 230 7.8 0.49 A 7.0 0.45 A

Overall 22.4 C 22.5 C 21.6 C 22.6 C 21.7 C

6. Route 59 @ Airmont Road

7. Route 59 @ Richgold Shopping Center

3 of 17

Page 36: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 144 29.3 0.57 C 144 31.6 0.59 C 29.5 0.43 C 144 34.6 0.60 C 29.7 0.43 C

EBT 511 31.3 0.76 C 521 32.5 0.77 C 29.3 0.65 C 533 34.0 0.78 C 29.8 0.66 C

EBR 88 3.5 0.14 A 88 3.5 0.14 A 1.8 0.12 A 88 3.5 0.14 A 1.8 0.12 A

WBL 51 16.3 0.23 B 51 17.7 0.24 B 18.5 0.29 B 51 20.3 0.26 C 18.6 0.30 B

WBT 498 36.4 0.83 D 502 37.1 0.82 D 29.1 0.69 C 506 38.6 0.83 D 28.9 0.70 C

WBR 44 0.2 0.08 A 44 0.2 0.08 A 0.2 0.06 A 44 0.2 0.08 A 0.2 0.06 ACherry

Lane/Spook RockNBLTR 143 21.3 0.31 C 147 21.8 0.31 C 27.5 0.32 C 153 22.7 0.33 C 29.0 0.36 C

SBLT 131 45.3 0.60 D 159 46.9 0.65 D 47.4 0.52 D 200 48.6 0.70 D 51.9 0.64 D

SBR 134 9.4 0.38 A 135 8.8 0.36 A 3.5 0.29 A 136 8.1 0.34 A 3.6 0.29 A

Overall 28.5 C 29.7 C 26.4 C 31.4 C 27.6 C

Route 59 EBL 154 14.1 0.37 B 157 14.3 0.38 B 8.8 0.38 A 160 14.4 0.38 B 9.0 0.40 A

EBTR 516 20.2 0.59 C 525 20.5 0.61 C 13.1 0.59 B 538 20.8 0.62 C 13.9 0.62 B

WBL 32 10.2 0.10 B 32 10.3 0.10 B 10.0 0.10 A 32 10.4 0.11 B 10.2 0.11 B

WBT 398 19.6 0.49 B 398 19.6 0.49 B 18.0 0.51 B 398 19.6 0.49 B 18.7 0.53 B

WBR 168 4.7 0.22 A 168 4.7 0.22 A 4.0 0.23 A 168 4.7 0.22 A 3.8 0.24 ACollege Rd/New

County RdNBLTR 217 30.4 0.53 C 225 31.8 0.57 C 33.1 0.53 C 235 33.4 0.60 C 32.8 0.54 C

SBLTR 374 64.5 0.95 E 388 72.3 0.98 E 61.1 0.92 E 407 83.6 1.03 F 61.3 0.92 E

Overall 28.1 C 30.1 C 25.1 C 33.2 C 25.8 C

27. Route 59 @ Cherry Ln/Spook Rock Road

34. Route 59 @ College Road/New County Rd

4 of 17

Page 37: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 184 9.8 0.45 A 184 9.9 0.46 A 15.4 0.58 B 184 10.0 0.46 A 15.5 0.58 B

EBT 591 13.0 0.55 B 602 13.2 0.56 B 16.0 0.57 B 616 13.5 0.57 B 16.2 0.59 B

EBR 10 0.0 0.01 A 11 0.0 0.01 A 0.0 0.01 A 11 0.0 0.01 A 0.0 0.01 A

WBL 9 7.7 0.02 A 9 7.7 0.02 A 7.1 0.03 A 9 7.7 0.02 A 7.1 0.03 A

WBT 569 26.1 0.73 C 572 26.4 0.74 C 16.3 0.67 B 577 26.6 0.74 C 16.4 0.68 B

WBR 120 6.0 0.17 A 120 6.0 0.17 A 1.1 0.16 A 120 6.0 0.17 A 1.1 0.16 A

Remsen Avenue NBLTR 23 17.1 0.09 B 23 17.1 0.09 B 20.3 0.06 C 23 17.1 0.09 B 20.3 0.06 C

SBLTR 263 35.5 0.79 D 263 35.5 0.79 D 36.4 0.64 D 263 35.5 0.79 D 36.4 0.64 D

Overall 19.7 B 19.8 B 18.0 B 20.0 B 18.1 B

Route 59 EBL 75 35.9 0.40 D 75 36.7 0.40 D 34.5 0.58 C 75 37.5 0.41 D 35.8 0.59 D

EBT 429 45.8 0.77 D 430 46.6 0.78 D 26.9 0.67 C 432 47.8 0.78 D 26.6 0.68 C

EBR 266 0.3 0.18 A 275 0.3 0.19 A 0.2 0.19 A 288 0.3 0.20 A 0.2 0.20 A

WBL 63 31.6 0.19 C 63 32.1 0.19 C 23.3 0.21 C 63 32.8 0.20 C 23.5 0.21 C

WBT 479 45.8 0.81 D 482 46.8 0.82 D 31.2 0.72 C 487 48.0 0.83 D 31.5 0.72 C

WBR 162 10.8 0.28 B 162 10.9 0.28 B 4.8 0.24 A 162 11.2 0.28 B 4.7 0.24 A

Saddle River Road NBL 167 27.5 0.30 C 167 27.7 0.30 C 24.4 0.37 C 167 28.0 0.30 C 24.5 0.38 C

NBTR 272 57.7 0.77 E 281 58.5 0.77 E 50.6 0.69 D 292 59.4 0.79 E 52.3 0.72 D

SBL 238 56.8 0.77 E 241 57.6 0.77 E 32.1 0.67 C 244 58.8 0.78 E 33.2 0.69 C

SBTR 156 61.0 0.65 E 159 62.0 0.66 E 37.8 0.34 D 163 63.3 0.67 E 37.9 0.35 D

Overall 39.6 D 40.3 D 27.2 C 41.1 D 27.6 C

9. Route 59 @ Remsen Avenue

10. Route 59 @ Saddle River Road (Route 306)

5 of 17

Page 38: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 125 30.3 0.31 C 128 30.6 0.32 C 19.7 0.40 B 131 31.1 0.33 C 19.8 0.41 B

EBTR 576 55.1 0.93 E 578 56.4 0.94 E 48.7 0.89 D 579 58.3 0.95 E 48.9 0.89 D

WBL 120 32.9 0.51 C 120 33.1 0.51 C 35.8 0.62 D 120 33.5 0.52 C 36.3 0.62 D

WBTR 414 36.0 0.66 D 414 36.3 0.67 D 23.7 0.66 C 414 36.8 0.67 D 23.8 0.66 CRobert Pitt

Dr/ShoppingNBL 228 67.1 0.86 E 231 68.9 0.87 E 36.5 0.69 D 236 73.3 0.89 E 37.8 0.71 D

NBTR 208 57.6 0.76 E 208 57.8 0.76 E 40.5 0.49 D 208 58.5 0.76 E 40.5 0.49 D

SBL 123 32.0 0.37 C 123 31.8 0.36 C 27.6 0.35 C 123 31.3 0.35 C 27.6 0.35 C

SBTR 248 57.3 0.82 E 251 57.8 0.82 E 52.1 0.73 D 255 58.3 0.82 E 54.1 0.76 D

Overall 48.9 D 49.6 D 38.0 D 51.0 D 38.5 D

Route 59 EBT 462 22.3 0.67 C 463 22.3 0.67 C 21.9 0.54 C 465 22.4 0.68 C 22.0 0.54 C

EBR 89 4.2 0.14 A 89 4.2 0.14 A 6.1 0.12 A 89 4.1 0.14 A 6.1 0.12 A

WBL 153 6.2 0.31 A 153 6.2 0.31 A 11.2 0.32 B 153 6.2 0.31 A 11.2 0.32 B

WBT 419 6.4 0.37 A 419 6.4 0.37 A 10.1 0.38 B 419 6.4 0.37 A 10.7 0.38 B

Kennedy Drive NBL 84 29.0 0.28 C 84 29.1 0.28 C 36.3 0.20 D 84 29.1 0.28 C 36.3 0.20 D

NBR 155 36.2 0.58 D 155 36.3 0.58 D 40.6 0.41 D 155 36.4 0.58 D 40.6 0.41 D

Overall 16.4 B 16.4 B 19.1 B 16.5 B 19.1 B

Route 59 EBL 93 7.6 0.19 A 93 7.7 0.19 A 3.4 0.17 A 93 7.7 0.19 A 3.5 0.17 A

EBTR 524 20.1 0.63 C 525 20.3 0.64 C 4.5 0.47 A 527 20.5 0.64 C 4.6 0.47 A

WBL 59 7.7 0.15 A 59 7.8 0.15 A 10.8 0.11 B 59 7.8 0.15 A 11.0 0.11 B

WBTR 406 17.1 0.48 B 406 17.2 0.48 B 10.4 0.37 B 407 17.3 0.48 B 10.5 0.37 B

West Street NBLTR 5 0.0 0.01 A 5 0.0 0.01 A 0.0 0.01 A 5 0.0 0.01 A 0.0 0.01 A

SBLTR 264 33.0 0.78 C 266 33.1 0.79 C 41.7 0.86 D 269 33.5 0.79 C 42.2 0.86 D

Overall 20.2 C 20.4 C 13.8 B 20.6 C 14.0 B

11. Route 59 @ Robert Pitt Drive/Shopping Center

12. Route 59 @ Kennedy Drive

13. Route 59 @ West Street

6 of 17

Page 39: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBLTR 516 8.4 0.46 A 518 8.4 0.46 A 10.5 0.53 B 521 8.4 0.46 A 10.6 0.54 B

WBLTR 529 9.0 0.47 A 529 9.0 0.47 A 13.3 0.54 B 530 9.1 0.47 A 13.2 0.54 B

Madison Avenue NBLTR 154 42.5 0.70 D 154 42.5 0.70 D 35.0 0.42 C 154 42.5 0.70 D 35.0 0.42 C

SBLTR 126 26.5 0.45 C 126 26.5 0.45 C 28.6 0.27 C 126 26.5 0.45 C 28.6 0.27 C

Overall 14.3 B 14.3 B 16.2 B 14.3 B 16.2 B

Route 59 EBL 57 17.6 0.23 B 57 17.5 0.23 B 13.9 0.20 B 57 17.5 0.23 B 14.1 0.20 B

EBTR 463 39.4 0.79 D 465 39.5 0.79 D 18.9 0.69 B 468 39.5 0.79 D 19.1 0.69 B

WBL 68 18.2 0.28 B 68 18.2 0.28 B 16.6 0.38 B 68 18.2 0.28 B 16.7 0.38 B

WBTR 458 38.7 0.79 D 458 38.5 0.78 D 22.9 0.65 C 459 38.3 0.78 D 22.9 0.65 C

Main Street NBL 100 23.1 0.28 C 100 23.3 0.28 C 21.2 0.29 C 100 23.4 0.28 C 21.2 0.29 C

NBTR 294 44.7 0.72 D 294 44.9 0.72 D 39.1 0.66 D 294 45.2 0.72 D 39.1 0.66 D

SBL 115 24.8 0.38 C 116 25.0 0.39 C 17.7 0.41 B 116 25.2 0.39 C 18.0 0.41 B

SBTR 220 38.3 0.54 D 220 38.4 0.54 D 26.7 0.49 C 220 38.5 0.54 D 26.9 0.49 C

Overall 36.6 D 36.6 D 24.0 C 36.7 D 24.1 C

Route 59 EBL 65 17.2 0.33 B 65 17.6 0.33 B 33.7 0.57 C 65 18.1 0.34 B 33.8 0.57 C

EBTR (EBLTR

Reconfig)#N/A 27.6 0.57 C 486 28.2 0.58 C 22.6 0.58 C 23.5 0.74 C 489 28.6 0.59 C 22.9 0.58 C 23.9 0.75 C

WBL 74 14.4 0.21 B 74 14.7 0.21 B 6.5 0.21 A 74 14.9 0.22 B 6.6 0.21 A

WBTR (WBLTR Reconfig)

#N/A 37.4 0.82 D 708 38.3 0.83 D 27.8 0.86 C 16.9 0.56 B 708 39.1 0.84 D 28.6 0.86 C 16.9 0.57 B

Central Avenue/Dutch

NBLT 256 76.4 0.87 E 257 76.1 0.87 E 75.2 0.88 E 73.2 0.88 E 258 76.1 0.87 E 75.5 0.89 E 73.3 0.88 E

NBR 55 0.0 0.04 A 55 0.0 0.04 A 0.0 0.04 A 0 0.04 A 55 0.0 0.04 A 0.0 0.04 A 0 0.04 A

SBL 146 40.3 0.60 D 158 41.3 0.63 D 39.5 0.64 D 40.9 0.65 D 173 43.1 0.67 D 42.1 0.68 D 44.4 0.71 D

SBTR 300 35.4 0.54 D 300 34.8 0.54 C 32.4 0.53 C 32.8 0.54 C 301 34.4 0.53 C 32.2 0.53 C 32.7 0.54 C

Overall 37.4 D 37.9 D 32.7 C 29.1 C 38.4 D 33.3 C 29.7 C

39. Route 59 @ Main Street (Route 45)

15. Route 59 @ S. Central Avenue/Dutch Lane

14. Route 59 @ Madison Avenue

7 of 17

Page 40: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 175 71.3 0.77 E 189 71.2 0.78 E 68.9 0.68 E 207 71.0 0.80 E 70.3 0.73 E

EBT 548 12.0 0.27 B 549 12.0 0.27 B 9.2 0.28 A 550 12.1 0.27 B 9.5 0.28 A

WBT 589 26.9 0.40 C 589 27.6 0.41 C 16.5 0.46 B 589 28.5 0.42 C 17.0 0.47 B

WBR 716 7.3 0.39 A 728 7.7 0.40 A 11.7 0.43 B 743 8.2 0.41 A 12.2 0.44 BNew Clarkstown

RoadSBL 614 93.9 0.81 F 615 93.8 0.81 F 71.9 0.83 E 615 91.0 0.81 F 71.9 0.83 E

SBR 134 4.1 0.19 A 134 4.0 0.19 A 3.4 0.18 A 134 3.9 0.19 A 3.3 0.18 A

Overall 38.3 D 35.7 D 28.9 C 35.5 D 29.4 C

Route 59 EBL 300 65.2 0.84 E 301 65.5 0.85 E 63.2 0.86 E 63.4 0.86 E 302 65.8 0.85 E 63.2 0.86 E 63.2 0.86 EEBTR (EBT

Reconfig)#N/A 32.8 0.53 C 862 32.8 0.53 C 31.3 0.56 C 35.9 0.75 D 863 32.8 0.53 C 31.0 0.56 C 35.9 0.75 D

EBR (Reconfig)

4.3 0.10 A 4.3 0.10 A

WBL 176 47.3 0.49 D 177 47.4 0.50 D 30.6 0.45 C 30.6 0.45 C 179 47.6 0.51 D 30.4 0.46 C 30.7 0.46 C

WBT 875 33.0 0.53 C 876 33.0 0.54 C 24.7 0.53 C 24.7 0.53 C 878 33.0 0.54 C 24.8 0.53 C 24.8 0.53 C

WBR 539 10.1 0.65 B 540 10.1 0.66 B 5.0 0.64 A 5.1 0.64 A 540 10.1 0.66 B 5.1 0.64 A 5.1 0.64 AWB I-87

Ramps/FormanNBL 77 66.4 0.55 E 77 66.5 0.55 E 35.4 0.38 D 35.4 0.38 D 77 66.5 0.55 E 35.4 0.38 D 35.4 0.38 D

NBT 133 57.9 0.60 E 133 57.9 0.60 E 47.2 0.45 D 47.2 0.45 D 133 57.9 0.60 E 47.2 0.45 D 47.2 0.45 D

NBR 139 4.2 0.21 A 139 4.2 0.21 A 2.3 0.20 A 2.3 0.20 A 139 4.2 0.21 A 2.3 0.20 A 2.3 0.20 A

SBL 79 52.7 0.39 D 79 52.7 0.39 D 33.2 0.30 C 33.2 0.30 C 79 52.7 0.39 D 33.2 0.30 C 33.2 0.30 C

SBT 225 54.7 0.69 D 225 54.7 0.68 D 55.0 0.69 D 55.0 0.69 D 225 54.7 0.68 D 55.0 0.69 D 55.0 0.69 D

SBR 353 5.7 0.45 A 363 5.6 0.46 A 5.4 0.46 A 5.4 0.46 A 377 5.6 0.47 A 5.4 0.47 A 5.4 0.47 A

Overall 32.5 C 32.5 C 27.1 C 27.6 C 32.5 C 27.0 C 27.6 C

35. Route 59 @ New Clarkstown Road

37. Route 59 @ WB I-87 Ramps/Forman Rd (Exit 14)

8 of 17

Page 41: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 30 62.5 0.54 E 27 62.5 0.54 E 35.3 0.54 D 24 62.5 0.54 E 35.4 0.54 D

EBTR 926 32.1 0.52 C 926 32.0 0.52 C 11.6 0.60 B 927 32.1 0.52 C 11.6 0.60 B

WBL 117 46.5 0.36 D 117 46.5 0.36 D 52.2 0.43 D 117 46.5 0.36 D 52.2 0.43 D

WBTR 1478 29.6 0.67 C 1472 29.0 0.66 C 14.9 0.81 B 1468 29.5 0.66 C 14.7 0.80 B

Old Turnpike Way NBLT 60 61.4 0.42 E 63 61.4 0.43 E 58.6 0.42 E 67 61.6 0.45 E 58.8 0.44 E

NBR 166 11.8 0.32 B 166 11.7 0.31 B 4.3 0.34 A 166 11.6 0.31 B 4.2 0.34 A

SBLTR 230 59.3 0.75 E 228 59.8 0.75 E 42.4 0.53 D 226 60.4 0.75 E 42.8 0.53 D

Overall 33.9 C 33.8 C 18.3 B 34.0 C 18.3 B

Route 59 EBL 325 50.8 0.62 D 325 50.8 0.62 D 41.7 0.73 D 326 50.9 0.63 D 41.9 0.73 D

EBTR 857 32.1 0.51 C 857 32.1 0.51 C 21.2 0.43 C 857 32.2 0.51 C 21.2 0.43 C

WBUL 106 49.1 0.40 D 106 49.1 0.40 D 63.6 0.55 E 106 49.1 0.39 D 63.7 0.55 E

WBTR 1524 44.7 0.91 D 1528 45.1 0.92 D 14.2 0.81 B 1532 45.4 0.92 D 14.2 0.81 BEB I-87

Ramps/GrandviewNBL 121 48.9 0.33 D 121 49.0 0.33 D 48.7 0.33 D 121 49.1 0.33 D 48.7 0.33 D

NBTR 91 33.4 0.41 C 88 33.9 0.40 C 26.3 0.38 C 86 33.9 0.40 C 26.7 0.38 C

SBL 376 50.4 0.67 D 380 50.4 0.67 D 54.5 0.72 D 382 50.4 0.67 D 54.6 0.72 D

SBT 65 43.8 0.21 D 65 43.8 0.21 D 44.1 0.23 D 65 43.7 0.21 D 44.1 0.23 D

SBR 251 7.0 0.36 A 251 7.0 0.36 A 4.5 0.37 A 252 7.0 0.36 A 4.5 0.37 A

Overall 40.3 D 40.5 D 25.0 C 40.7 D 25.1 C

Route 59 EBL 52 28.6 0.19 C 52 28.6 0.19 C 54.6 0.34 D 52 28.6 0.19 C 54.7 0.34 D

EBT 1250 0.1 0.27 A 1254 0.1 0.27 A 0.1 0.27 A 1256 0.1 0.27 A 0.1 0.27 A

WBTR 1541 17.1 0.58 B 1545 17.2 0.59 B 4.9 0.52 A 1549 17.2 0.59 B 4.9 0.53 AEasement

Rd/Home DepotSBR 89 37.8 0.43 D 89 37.8 0.43 D 48.8 0.36 D 89 37.8 0.43 D 48.8 0.36 D

Overall 10.7 B 10.7 B 5.1 A 10.7 B 5.1 A

17. Route 59 @ EB I-87 Ramps/Grandview Avenue (Exit 14)

16. Route 59 @ Old Turnpike Way

1023. Route 59 @ Easement Rd/Home Depot

9 of 17

Page 42: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 44 64.7 0.42 E 44 64.7 0.42 E 63.0 0.35 E 44 64.7 0.42 E 63.1 0.35 E

EBTR 1206 19.1 0.46 B 1210 19.3 0.46 B 11.8 0.54 B 1212 19.5 0.46 B 12.5 0.54 B

WBL 87 65.0 0.60 E 88 65.2 0.60 E 24.0 0.36 C 89 65.5 0.60 E 24.0 0.37 C

WBT 1425 20.1 0.50 C 1429 20.1 0.50 C 5.0 0.56 A 1433 20.3 0.50 C 5.1 0.56 A

WBR 116 10.0 0.11 A 116 10.0 0.11 A 1.6 0.12 A 116 9.9 0.11 A 1.6 0.12 A

Hutton Avenue NBLT 65 66.3 0.52 E 65 66.3 0.52 E 64.7 0.50 E 66 66.2 0.52 E 64.9 0.50 E

NBR 40 1.6 0.11 A 43 2.4 0.12 A 0.3 0.09 A 47 3.0 0.13 A 0.3 0.09 A

SBL 120 61.1 0.47 E 123 61.2 0.48 E 59.5 0.45 E 126 61.6 0.49 E 60.0 0.46 E

SBT 5 60.6 0.46 E 6 61.3 0.48 E 59.7 0.46 E 7 61.1 0.48 E 59.6 0.46 E

SBR 54 29.5 0.23 C 54 29.4 0.23 C 37.4 0.17 D 54 29.2 0.23 C 37.3 0.17 D

Overall 23.7 C 23.8 C 13.0 B 24.0 C 13.1 B

Route 59 EBT 1166 3.5 0.36 A 1175 3.6 0.36 A 5.6 0.40 A 1185 3.6 0.37 A 5.7 0.41 A

EBR 105 0.5 0.10 A 105 0.5 0.10 A 0.8 0.11 A 105 0.1 0.10 A 0.8 0.11 A

WBTR 1371 12.4 0.46 B 1375 12.2 0.46 B 5.9 0.51 A 1380 12.5 0.46 B 5.9 0.51 AShops at Nanuet

West DrwyNBL 112 57.2 0.44 E 112 57.2 0.44 E 53.5 0.35 D 112 57.2 0.44 E 53.5 0.35 D

NBR 35 1.7 0.17 A 35 1.7 0.17 A 1.3 0.15 A 35 1.7 0.17 A 1.3 0.15 A

SBL 50 61.2 0.41 E 50 61.2 0.41 E 54.9 0.30 D 50 61.2 0.41 E 54.9 0.30 D

SBR 56 6.0 0.29 A 56 6.0 0.29 A 4.9 0.24 A 56 6.0 0.29 A 4.9 0.24 A

Overall 10.7 B 10.7 B 8.5 A 10.8 B 8.5 A

18. Route 59 @ Hutton Avenue

19. Route 59 @ Shops at Nanuet West Driveway (Sears Access)

10 of 17

Page 43: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 159 58.4 0.72 E 159 58.6 0.72 E 35.7 0.53 D 159 58.9 0.72 E 35.7 0.53 D

EBTR 1092 8.3 0.43 A 1101 8.3 0.43 A 11.8 0.55 B 1111 8.3 0.44 A 11.9 0.56 B

WBL 31 44.1 0.13 D 31 44.1 0.13 D 51.4 0.08 D 31 44.1 0.13 D 51.1 0.08 D

WBTR 1256 20.3 0.51 C 1260 20.3 0.51 C 6.7 0.56 A 1265 20.4 0.51 C 6.6 0.56 AShops at Nanuet

East DrwyNBLT 57 45.2 0.33 D 58 45.4 0.33 D 45.2 0.33 D 58 45.4 0.33 D 45.2 0.33 D

NBR 26 0.1 0.04 A 26 0.1 0.04 A 0.1 0.04 A 26 0.1 0.04 A 0.1 0.04 A

SBLT 164 67.0 0.77 E 164 66.9 0.77 E 66.4 0.76 E 164 66.9 0.77 E 66.4 0.76 E

SBR 125 10.0 0.21 A 125 10.0 0.21 A 9.0 0.19 A 125 10.0 0.21 A 9.0 0.19 A

Overall 20.6 C 20.6 C 14.8 B 20.6 C 14.8 B

Route 59 EBL 233 49.9 0.61 D 239 50.4 0.63 D 52.0 0.70 D 246 51.0 0.64 D 53.0 0.72 D

EBTR 965 35.5 0.70 D 969 36.0 0.71 D 31.1 0.67 C 971 36.5 0.72 D 31.4 0.67 C

WBL 242 47.0 0.57 D 244 47.2 0.57 D 41.2 0.71 D 246 47.3 0.57 D 41.2 0.71 D

WBT 928 32.8 0.63 C 930 33.2 0.64 C 25.4 0.63 C 933 33.6 0.64 C 25.3 0.63 C

WBR 278 37.3 0.61 D 278 37.8 0.61 D 27.7 0.60 C 278 38.1 0.61 D 27.6 0.60 C

Middletown Road NBL 177 58.8 0.74 E 179 59.5 0.74 E 58.7 0.66 E 181 60.0 0.75 E 59.0 0.67 E

NBT 358 49.5 0.72 D 362 49.9 0.73 D 53.1 0.67 D 367 50.3 0.74 D 53.5 0.68 D

NBR 220 28.3 0.44 C 227 28.7 0.45 C 24.3 0.57 C 237 29.1 0.47 C 25.4 0.59 C

SBL 279 41.6 0.51 D 280 41.5 0.50 D 43.4 0.43 D 281 41.6 0.50 D 43.4 0.43 D

SBTR 450 53.5 0.83 D 467 54.8 0.84 D 51.3 0.73 D 488 56.9 0.87 E 52.6 0.76 D

Overall 40.7 D 41.3 D 37.2 D 41.9 D 37.6 D

20. Route 59 @ Shops at Nanuet East Driveway (Fashion Drive)

21. Route 59 @ Middletown Road

11 of 17

Page 44: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 374 61.1 0.83 E 378 61.9 0.84 E 47.6 0.81 D 380 62.3 0.84 E 47.8 0.81 D

EBTR 936 35.2 0.65 D 944 35.3 0.65 D 31.0 0.62 C 955 35.5 0.66 D 31.2 0.63 C

WBL 167 46.2 0.37 D 167 46.2 0.37 D 50.0 0.42 D 168 46.2 0.37 D 51.1 0.43 D

WBTR 1016 36.3 0.69 D 1020 36.4 0.70 D 29.4 0.71 C 1026 36.5 0.70 D 29.4 0.72 C

College Avenue NBL 197 56.2 0.72 E 197 56.2 0.72 E 54.4 0.65 D 197 56.2 0.72 E 54.4 0.65 D

NBTR 159 48.4 0.57 D 178 50.9 0.63 D 50.8 0.57 D 203 55.6 0.72 E 54.2 0.65 D

SBL 133 51.9 0.56 D 134 52.0 0.57 D 53.8 0.52 D 135 52.2 0.57 D 53.9 0.53 D

SBT 179 59.4 0.72 E 179 59.4 0.72 E 59.4 0.66 E 179 59.5 0.72 E 59.4 0.66 E

SBR 274 35.1 0.54 D 274 35.1 0.54 D 24.3 0.31 C 274 35.1 0.54 D 24.2 0.61 C

Overall 42.6 D 42.9 D 37.4 D 43.4 D 37.8 D

Route 59 EBL 119 45.4 0.60 D 120 45.7 0.60 D 46.0 0.67 D 121 46.2 0.61 D 46.0 0.67 D

EBTR 754 14.4 0.34 B 755 14.5 0.37 B 12.0 0.47 B 756 14.6 0.35 B 11.9 0.47 B

WBL 170 53.3 0.75 D 178 55.3 0.77 E 21.0 0.39 C 187 59.9 0.81 E 21.0 0.41 C

WBTR 1044 15.2 0.46 B 1052 15.3 0.46 B 4.2 0.44 A 1062 15.5 0.47 B 4.4 0.44 A

Rockland Center NBLT 115 36.1 0.54 D 119 36.4 0.55 D 45.3 0.43 D 124 36.7 0.56 D 45.7 0.45 D

NBR 265 11.6 0.45 B 268 11.7 0.45 B 10.9 0.32 B 272 11.9 0.46 B 11.1 0.32 B

SBLT 57 27.2 0.23 C 57 27.2 0.23 C 39.1 0.17 D 57 27.0 0.23 C 39.1 0.17 D

SBR 122 5.0 0.22 A 122 4.9 0.22 A 10.3 0.20 B 123 5.0 0.22 A 10.3 0.20 B

Overall 19.1 B 19.4 B 12.9 B 20.1 C 13.0 B

22. Route 59 @ College Avenue

23. Route 59 @ Rockland Center

12 of 17

Page 45: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 10 41.2 0.10 D 10 41.6 0.10 D 79.5 0.07 E 10 41.6 0.10 D 78.8 0.08 E

EBTR 1006 21.2 0.54 C 1010 21.5 0.55 C 19.2 0.62 B 1016 21.6 0.55 C 19.6 0.63 B

WBL 441 42.9 0.77 D 447 44.1 0.78 D 33.1 0.55 C 455 45.0 0.80 D 32.8 0.56 C

WBT 1056 11.0 0.37 B 1065 11.3 0.38 B 12.3 0.43 B 1077 11.4 0.38 B 12.5 0.44 B

WBR 433 1.0 0.33 A 433 1.1 0.34 A 0.9 0.36 A 434 1.1 0.34 A 1.0 0.37 A

Smith Street NBL 41 43.5 0.32 D 44 44.1 0.34 D 67.0 0.45 E 48 44.3 0.35 D 68.6 0.48 E

NBT 15 36.1 0.07 D 18 36.6 0.09 D 49.1 0.11 D 22 36.8 0.11 D 48.2 0.11 D

NBR 657 132.1 1.19 F 673 82.4 1.06 F 42.8 0.86 D 692 91.9 1.09 F 34.4 0.81 C

SBL 208 48.6 0.72 D 208 69.1 0.87 E 48.7 0.39 D 208 68.8 0.86 E 54.6 0.47 D

SBT 64 39.2 0.31 D 69 39.3 0.32 D - - - 71 39.8 0.33 D - - -

SBR 12 26.3 0.03 C 12 26.3 0.03 C - - - 12 26.5 0.03 C - - -

SBLTR 284 - - - 289 - - - 45.4 0.34 D 291 - - - 44.5 0.38 D

Overall 39.2 D 32.6 C 23.7 C 34.5 C 22.7 C

Route 59 EBL 186 56.9 0.75 E 186 57.2 0.76 E 53.3 0.68 D 186 57.6 0.76 E 53.1 0.68 D

EBT 1003 5.0 0.41 A 1012 5.1 0.41 A 4.4 0.41 A 1023 5.3 0.42 A 4.2 0.41 A

WBT 1423 22.0 0.80 C 1449 22.9 0.82 C 26.1 0.81 C 1495 24.4 0.85 C 27.4 0.84 C

WBR 78 3.1 0.09 A 85 3.1 0.10 A 2.8 0.10 A 93 3.0 0.11 A 2.8 0.11 A

Crossfield Avenue SBL 134 47.2 0.59 D 134 46.8 0.58 D 53.8 0.52 D 134 46.2 0.57 D 53.8 0.52 D

SBR 285 16.7 0.69 B 292 17.7 0.71 B 14.4 0.65 B 304 19.9 0.73 B 16.4 0.67 B

Overall 18.8 B 19.2 B 20.2 C 20.2 C 20.9 C

24. Route 59 @ Smith Street

25. Route 59 @ Crosfield Avenue

13 of 17

Page 46: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBTR 1215 28.6 0.75 C 1225 28.6 0.75 C 21.4 0.72 C 1237 28.6 0.76 C 21.4 0.72 C

WBL 99 48.1 0.51 D 99 48.2 0.51 D 48.7 0.61 D 99 48.5 0.51 D 48.9 0.61 D

WBT 1167 16.6 0.67 B 1205 17.1 0.69 B 15.1 0.73 B 1270 17.9 0.72 B 15.9 0.76 B

WBR 155 2.3 0.18 A 171 2.3 0.20 A 2.0 0.21 A 202 2.2 0.23 A 2.0 0.24 APalisades Center

DriveNBL 106 47.8 0.52 D 106 48.1 0.53 D 50.8 0.64 D 106 48.3 0.53 D 51.2 0.65 D

NBR 164 12.0 0.51 B 164 12.0 0.51 B 8.3 0.50 A 164 12.1 0.51 B 8.3 0.50 A

SBL 142 47.9 0.48 D 142 48.1 0.48 D 41.4 0.51 D 142 48.3 0.48 D 41.7 0.52 D

SBLT 176 47.9 0.48 D 176 48.1 0.48 D 41.4 0.52 D 176 48.3 0.49 D 41.6 0.52 D

SBR 361 17.0 0.67 B 361 17.5 0.67 B 27.4 0.79 C 361 18.4 0.68 B 27.5 0.79 C

Overall 23.5 C 23.5 C 20.9 C 23.7 C 21.0 C

Route 59 EBLTR 1042 7.6 0.60 A 1051 7.7 0.61 A 4.8 0.57 A 1062 7.8 0.61 A 4.9 0.57 A

WBLT 1107 5.5 0.45 A 1110 5.5 0.45 A 0.2 0.40 A 1114 5.5 0.46 A 0.2 0.40 A

WBR 0.0 0.00 A 0.0 0.00 A 0.0 0.00 A 0.0 0.00 A 0.0 0.00 AOld Nyack

Tpke/Shopping PlzNBLTR 18 21.9 0.10 C 18 21.9 0.10 C 52.0 0.18 D 18 21.9 0.10 C 52.0 0.18 D

SBLT 31 23.5 0.17 C 31 23.5 0.17 C 56.2 0.30 E 31 23.5 0.17 C 56.2 0.30 E

SBR 36 2.4 0.13 A 36 2.4 0.13 A 6.6 0.21 A 36 2.4 0.13 A 6.6 0.21 A

Overall 6.8 A 6.9 A 3.7 A 6.9 A 3.7 A

32. Route 59 @ Palisades Center Drive

1033. Route 59 @ Old Nyack Turnpike/The Hub Shopping Plaza

14 of 17

Page 47: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Route 59 EBL 283 145.9 1.16 F 289 159.4 1.19 F 190.9 1.31 F 297 177.9 1.24 F 206.1 1.35 F

EBTR 600 35.5 0.46 D 603 36.5 0.47 D 26.3 0.47 C 605 37.4 0.48 D 26.2 0.48 C

WBL 56 25.1 0.20 C 56 25.7 0.20 C 13.9 0.21 B 56 26.3 0.21 C 13.9 0.21 B

WBTR 1053 93.0 1.06 F 1056 98.6 1.07 F 74.0 1.05 E 1060 105.3 1.09 F 75.2 1.06 E

Waldron Avenue NBLTR 264 172.9 1.20 F 264 180.0 1.22 F 113.4 1.05 F 264 189.8 1.24 F 113.4 1.05 F

Mountainview Ave SBL 41 58.4 0.24 E 41 59.2 0.24 E 43.6 0.22 D 41 59.9 0.24 E 43.6 0.22 D

SBTR 113 60.1 0.40 E 113 61.0 0.40 E 45.4 0.37 D 113 61.9 0.41 E 45.4 0.37 D

SB I-87 Ramp SELR 584 74.0 0.89 E 620 75.4 0.90 E 107.5 1.09 F 665 77.6 0.93 E 133.4 1.16 F

Overall 86.8 F 91.1 F 83.3 F 96.7 F 91.3 F

Route 59 EBL 342 64.4 0.87 E 342 64.7 0.87 E 47.5 0.88 D 342 64.0 0.87 E 46.1 0.88 D

EBTR 566 48.7 0.83 D 602 53.5 0.89 D 24.6 0.82 C 647 61.8 0.95 E 27.9 0.88 C

WBL 29 29.6 0.17 C 29 29.5 0.17 C 19.1 0.17 B 29 29.4 0.16 C 20.1 0.20 C

WBTR 369 55.0 0.78 D 371 55.0 0.78 D 48.0 0.81 D 373 54.4 0.78 D 48.4 0.82 D

Route 9W NBL 261 63.0 0.82 E 261 61.8 0.81 E 57.9 0.91 E 261 61.7 0.81 E 58.5 0.91 E

NBTR 340 49.0 0.67 D 362 49.5 0.69 D 39.1 0.64 D 392 49.7 0.73 D 41.2 0.69 D

SBL 42 25.8 0.14 C 42 26.7 0.15 C 21.4 0.16 C 42 28.5 0.18 C 21.6 0.18 C

SBTR 350 54.1 0.77 D 351 54.1 0.77 D 53.7 0.81 D 353 54.0 0.77 D 54.1 0.81 D

Overall 53.9 D 55.0 D 41.7 D 56.9 E 42.6 D

38. Route 59 @ SB I-87 Ramp/Mountainview Avenue/Waldron Avenue (Exit 11)

28. Route 59 @ Route 9W

15 of 17

Page 48: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

I-87 EB Ramps EBLT 394 48.5 0.89 D 397 49.3 0.89 D 52.2 0.81 D 401 50.6 0.90 D 53.0 0.82 D

EBR 268 19.9 0.58 B 276 20.6 0.60 C 30.6 0.57 C 286 21.5 0.62 C 31.8 0.59 C

Airmont Road NBT 575 21.7 0.52 C 578 21.8 0.52 C 21.7 0.46 C 584 22.0 0.53 C 22.2 0.47 C

NBR 763 15.5 0.85 B 786 18.0 0.88 B 13.6 0.84 B 814 22.3 0.91 C 16.4 0.87 B

SBL 457 39.6 0.79 D 480 41.9 0.83 D 51.2 0.79 D 509 45.1 0.86 D 53.8 0.84 D

SBT 1119 10.9 0.58 B 1126 11.0 0.58 B 6.8 0.56 A 1136 11.1 0.59 B 6.6 0.57 A

Overall 22.1 C 23.2 C 23.2 C 25.0 C 24.6 C

I-87 WB Ramps WBL 860 51.8 0.91 D 867 52.4 0.91 D 50.8 0.84 D 877 53.3 0.92 D 51.2 0.84 D

WBLT 860 52.1 0.91 D 867 52.4 0.91 D 50.8 0.84 D 877 53.6 0.92 D 51.4 0.84 D

WBR 367 13.3 0.61 B 385 14.8 0.64 B 31.2 0.61 C 408 17.0 0.68 B 48.1 0.65 D

Airmont Road NBL 372 35.1 0.78 D 373 37.0 0.80 D 43.7 0.77 D 373 39.9 0.82 D 45.0 0.78 D

NBT 594 9.7 0.32 A 601 9.8 0.32 A 15.2 0.32 B 609 9.9 0.33 A 15.2 0.32 B

SBT 716 83.4 0.73 F 739 84.1 0.76 F 27.8 0.74 C 768 85.3 0.80 F 39.4 0.77 D

SBR 392 7.4 0.55 A 407 7.5 0.57 A 9.4 0.56 A 427 7.7 0.58 A 10.4 0.58 B

Overall 39.7 D 40.3 D 31.4 C 41.4 D 36.2 D

Executive Boulevard

EBLTR 310 21.4 0.65 C 344 25.2 0.72 C 35.4 0.71 D 403 34.7 0.84 C 45.1 0.83 D

Airmont Road NBL 8 6.6 0.03 A 8 6.8 0.03 A 8.9 0.04 A 9 6.9 0.04 A 9.3 0.05 A

NBTR 954 12.8 0.55 B 978 13.0 0.57 B 12.5 0.53 B 1009 13.3 0.59 B 13.0 0.55 B

SBTR 1067 16.0 0.66 B 1105 16.5 0.68 B 7.9 0.62 A 1154 17.2 0.71 B 7.8 0.65 A

Overall 15.4 B 16.3 B 13.6 B 18.4 B 15.7 B

29. Airmont Road @ I-87 EB Ramps (Exit 14B)

30. Airmont Road @ I-87 WB Ramps (Exit 14B)

31. Airmont Road @ Executive Boulevard

16 of 17

Page 49: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Movement VolumeDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOSDelay (sec/v

eh)

v/c ratio

LOS

Existing 2014Intersection

(Synchro ID #)

Lower Hudson BRT - Route 59 Synchro AnalysisINTERSECTION LEVELS OF SERVICE SUMMARY

Rockland County, New YorkPM Peak Hour (5:00 - 6:00 PM)

2028 Volume

No Build 2018 Optimized 2028Optimize +

Reconfigure 2028Optimize +

Reconfigure 2018No Build 2018 Optimized 2018

2018 Volume

Montebello Road EBLT 112 25.8 0.39 C 127 26.7 0.43 C 38.0 0.36 D 146 28.0 0.49 C 39.5 0.41 D

EBR 256 5.8 0.48 A 256 6.4 0.48 A 6.2 0.42 A 256 7.0 0.48 A 6.3 0.42 A

WBL 180 34.9 0.65 C 180 34.8 0.65 C 44.9 0.57 D 180 36.0 0.67 D 47.1 0.60 D

WBT 23 19.2 0.06 B 23 19.1 0.06 B 32.8 0.05 C 23 18.8 0.05 B 33.0 0.05 C

WBR 29 0.3 0.07 A 39 0.4 0.09 A 0.3 0.08 A 55 2.1 0.13 A 1.0 0.11 A

Airmont Road NBL 436 63.0 1.00 E 442 82.1 1.06 F 41.3 0.85 D 449 110.8 1.14 F 48.3 0.88 D

NBTR 787 10.7 0.40 B 840 11.2 0.43 B 7.2 0.43 A 922 11.9 0.48 B 8.4 0.47 A

SBL 5 8.0 0.01 A 5 8.0 0.01 A 13.8 0.03 B 6 8.2 0.02 A 14.2 0.05 B

SBTR 747 19.8 0.60 B 785 20.4 0.63 C 43.5 0.79 D 834 21.3 0.67 C 46.3 0.84 D

Overall 24.0 C 27.3 C 32.7 C 31.8 C 29.5 C

40. Airmont Road @ Montebello Road

17 of 17

Page 50: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

June 2017 Final Design Report / Environmental Assessment PIN 8823.48

C-4: I-287 AIMSUN TRAFFIC METRICS

Page 51: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Eastbound 3 hrs

Mainline (6am‐9am)Existing  (2014)

No Build (2018)

No Build (2028)

No Build (2018)

No Build (2028)

Existing  (2014)

No Build (2018)

No Build (2028)

Existing  (2014)

No Build (2018)

No Build (2028)

I‐287 Eastbound Exit 15 ‐ Exit 14B 3823 3947 4090 60.7 60.5 19.9 20.6 21.4 C C CI‐287 Eastbound Exit 14B ‐ Exit 14A 3816 3917 4024 60.3 60.1 20.9 21.5 22.2 C C CI‐287 Eastbound Exit 14A‐ Exit 14 4301 4446 4573 50.9 50.4 24.6 25.7 26.7 C C DI‐287 Eastbound Exit 14 ‐ Exit 13N/13S 4213 4281 4332 52.1 51.7 25.8 27.0 27.6 C D DI‐287 Eastbound Exit 13N/13S ‐ Exit 12 4727 4784 4793 22.8 22.8 81.6 92.4 92.6 F F FI‐287 Eastbound Exit 12 ‐ Exit 11 5056 5080 5075 24.9 25.0 69.2 69.8 69.6 F F FI‐287 Eastbound Exit 11 ‐ Exit 10 6031 6003 5929 48.4 47.0 45.3 31.9 35.1 F D EI‐287 Eastbound Exit 10 ‐ Exit 9 (Bridge) 6886 6602 6467 37.3 36.2 58.9 66.5 71.8 F F FI‐287 Eastbound Exit 9 ‐ Exit 8 6400 6231 6154 30.4 29.3 48.5 79.4 85.0 F F FI‐287 Eastbound Exit 8 ‐ Exit 3 4762 4872 4792 34.1 33.1 64.5 79.9 84.0 F F FI‐287 Eastbound Exit 3 ‐ Exit 4 6494 6714 6709 29.7 28.7 64.9 74.9 78.3 F F FI‐287 Eastbound Exit 4 ‐ Exit 5 6339 6657 6703 32.5 31.7 54.1 60.0 62.0 F F F

Westbound 4 hrs

Mainline (3pm‐7pm)Existing  (2014)

No Build (2018)

No Build (2028)

No Build (2018)

No Build (2028)

Existing  (2014)

No Build (2018)

No Build (2028)

Existing  (2014)

No Build (2018)

No Build (2028)

I‐287 Westbound Exit 5 ‐ Exit 4 5987 6243 6283 36.6 35.3 35.8 49.6 51.3 E F FI‐287 Westbound Exit 4 ‐ Exit 3 6348 6694 6738 44.4 44.4 35.7 38.7 38.8 E E EI‐287 Westbound Exit 3 ‐ Exit 2 5416 5798 5675 45.4 47.0 30.5 35.0 31.9 D D DI‐287 Westbound Exit 2 ‐ Exit 1 5106 5532 5409 43.1 45.2 30.2 36.6 33.1 D E DI‐287 Westbound Exit 1 ‐ Exit 8 4304 4729 4628 48.5 50.1 28.3 35.8 31.9 D E DI‐287 Westbound Exit 8 ‐ Exit 9 5753 6349 6265 38.9 42.7 26.4 51.3 42.1 D F EI‐287 Westbound Exit 9 ‐ Exit 10 (Bridge) 6087 6638 6465 26.4 27.3 34.7 78.6 75.8 D F FI‐287 Westbound Exit 10 ‐ Exit 11 5056 5475 5331 20.7 20.2 49.4 88.4 89.7 F F FI‐287 Westbound Exit 11 ‐ Exit 12 5165 5552 5436 26.8 25.3 60.0 76.9 80.9 F F FI‐287 Westbound Exit 12 ‐ Exit 13 5449 5722 5711 26.6 26.5 62.8 71.5 71.7 F F FI‐287 Westbound Exit 13 ‐ Exit 14 5592 5744 5840 34.5 31.8 50.3 56.5 61.5 F F FI‐287 Westbound Exit 14 ‐ Exit 14A 5491 5623 5719 47.6 47.5 28.9 30.1 30.7 D D DI‐287 Westbound Exit 14A ‐ Exit 14B 4578 4732 4850 57.7 57.3 25.9 27.2 28.0 C D DI‐287 Westbound Exit 14B ‐ Exit 15 4460 4310 4476 53.4 52.4 26.3 26.4 28.1 D D D

Level of Service

Level of Service

Flow (veh/hr) Speed (mph) Density (pc/mi/ln)

Flow (veh/hr) Density (pc/mi/ln)Speed (mph)

Page 52: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Eastbound 3 hrs

Mainline (6am‐9am)

Future Build (2018)

Future Build (2028)

Future Build (2018)

Future Build (2028)

Future Build (2018)

Future Build (2028)

Future Build (2018)

Future Build (2028)

I‐287 Eastbound Exit 15 ‐ Exit 14B 3944 4090 60.7 60.4 20.6 21.4 C CI‐287 Eastbound Exit 14B ‐ Exit 14A 3896 4019 60.2 60.1 21.4 22.2 C CI‐287 Eastbound Exit 14A‐ Exit 14 4426 4557 51.0 50.4 25.6 26.7 C DI‐287 Eastbound Exit 14 ‐ Exit 13N/13S 4253 4304 52.9 52.8 26.1 26.5 D DI‐287 Eastbound Exit 13N/13S ‐ Exit 12 4768 4762 26.5 26.7 80.8 80.4 F FI‐287 Eastbound Exit 12 ‐ Exit 11 5061 5052 25.3 25.1 69.2 69.5 F FI‐287 Eastbound Exit 11 ‐ Exit 10 5992 5898 48.2 46.6 31.8 35.8 D EI‐287 Eastbound Exit 10 ‐ Exit 9 (Bridge) 6584 6440 37.3 36.0 66.0 72.3 F FI‐287 Eastbound Exit 9 ‐ Exit 8 6208 6137 30.3 29.0 79.2 84.6 F FI‐287 Eastbound Exit 8 ‐ Exit 3 4853 4765 34.4 33.2 78.8 83.2 F FI‐287 Eastbound Exit 3 ‐ Exit 4 6706 6691 30.0 28.9 74.1 77.8 F FI‐287 Eastbound Exit 4 ‐ Exit 5 6649 6694 32.5 31.8 59.6 61.4 F F

Westbound 4 hrs

Mainline (3pm‐7pm)

Future Build (2018)

Future Build (2028)

Future Build (2018)

Future Build (2028)

Future Build (2018)

Future Build (2028)

Future Build (2018)

Future Build (2028)

I‐287 Westbound Exit 5 ‐ Exit 4 6224 6249 35.3 34.4 51.4 52.7 F FI‐287 Westbound Exit 4 ‐ Exit 3 6669 6706 44.4 44.4 38.6 38.6 E EI‐287 Westbound Exit 3 ‐ Exit 2 5779 5637 45.9 47.1 34.0 31.5 D DI‐287 Westbound Exit 2 ‐ Exit 1 5522 5376 43.9 45.7 35.3 32.4 E DI‐287 Westbound Exit 1 ‐ Exit 8 4727 4602 49.8 50.8 33.1 30.6 D DI‐287 Westbound Exit 8 ‐ Exit 9 6349 6242 40.7 47.0 46.6 33.6 F DI‐287 Westbound Exit 9 ‐ Exit 10 (Bridge) 6652 6458 27.1 29.5 76.6 68.9 F FI‐287 Westbound Exit 10 ‐ Exit 11 5476 5343 21.2 21.1 87.1 87.0 F FI‐287 Westbound Exit 11 ‐ Exit 12 5543 5462 26.7 25.7 77.2 79.7 F FI‐287 Westbound Exit 12 ‐ Exit 13 5708 5712 26.6 26.6 71.4 71.6 F FI‐287 Westbound Exit 13 ‐ Exit 14 5748 5847 36.2 32.3 53.8 60.6 F FI‐287 Westbound Exit 14 ‐ Exit 14A 5622 5718 47.8 47.6 29.9 30.6 D DI‐287 Westbound Exit 14A ‐ Exit 14B 4737 4850 57.6 57.3 27.2 28.0 D DI‐287 Westbound Exit 14B ‐ Exit 15 4313 4474 53.3 52.4 26.5 28.1 D D

Level of Service

Level of Service

Flow (veh/hr) Speed (mph) Density (pc/mi/ln)

Flow (veh/hr) Density (pc/mi/ln)Speed (mph)

Page 53: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Eastbound Travel

Future No Build 2018

Future Build 2018

    Net 

Change ‐ 

Future 

Build

Future No Build 2028

Future Build 2028

    Net 

Change ‐ 

Future 

Build

6‐7am 7.0 7.8 0.8 7.7 11.0 3.3

7‐8am 8.4 8.5 0.0 8.5 9.1 0.6

8‐9am 8.0 8.2 0.2 8.5 8.9 0.3

3‐hour AM 7.9 8.2 0.3 8.3 9.5 1.3

6‐7am 0.4 6.3 5.8 0.4 6.5 6.1

7‐8am 0.4 2.6 2.2 0.4 2.7 2.3

8‐9am 0.5 5.3 4.8 0.6 6.1 5.5

3‐hour AM 0.5 4.8 4.3 0.5 5.2 4.7

6‐7am 13.6 64.7 51.2 24.6 105.3 80.7

7‐8am 215.3 292.2 76.9 226.5 397.0 170.5

8‐9am 45.3 8.1 ‐37.2 32.5 12.0 ‐20.5

3‐hour AM 86.3 122.5 36.2 88.8 176.5 87.7

6‐7am 1.0 19.5 18.6 1.0 20.1 19.1

7‐8am 0.9 12.7 11.8 1.0 13.2 12.2

8‐9am 0.7 10.6 9.9 0.7 8.4 7.7

3‐hour AM 0.9 14.5 13.6 0.9 14.2 13.3

6‐7am 10.0 120.0 110.0 8.4 120.8 112.4

7‐8am 11.0 194.7 183.7 11.0 189.4 178.4

8‐9am 5.8 170.2 164.4 5.9 171.8 165.9

3‐hour AM 9.1 162.3 153.2 8.6 161.2 152.6

Average On‐Ramp Delay (s) ‐ All Vehicles

Ramp Hour

NY Thruway Interchange 14A

NY Thruway Interchange 14

NY Thruway Interchange 13S

NY Thruway Interchange 13N

NY Thruway Interchange 12

Page 54: APPENDIX C: TRAFFIC...28 TS_037 NYSDOT NY-59 41.10361 -74.03 8.3 NY-59 and WB I-87 Ramps (Forman Rd.) Exit 14 Rockland Spring Valley Clarkstown Semi-Actuated 2070 NA No Yes Yes Yes

Westbound Travel

Future No Build 2018

Future Build 2018

    Net 

Change ‐ 

Future 

Build

Future No Build 2028

Future Build 2028

    Net 

Change ‐ 

Future 

Build3‐4pm 0.9 113.0 112.1 1.0 106.3 105.4

4‐5pm 1.0 104.9 103.8 1.0 97.8 96.8

5‐6pm 1.3 97.3 96.0 1.4 91.3 89.9

6‐7pm 0.6 137.5 136.8 0.7 132.3 131.7

4‐hour PM 1.0 111.6 110.7 1.0 105.3 104.2

3‐4pm 1.2 68.3 67.2 1.3 50.1 48.8

4‐5pm 1.8 106.7 104.8 3.5 90.5 87.1

5‐6pm 30.7 103.2 72.5 2.8 67.0 64.3

6‐7pm 68.1 64.9 ‐3.2 20.6 9.4 ‐11.2

4‐hour PM 24.9 87.3 62.4 6.4 56.8 50.4

3‐4pm 0.5 10.6 10.1 0.4 7.9 7.5

4‐5pm 0.6 44.1 43.4 0.6 36.0 35.4

5‐6pm 6.5 150.0 143.5 3.7 75.7 72.0

6‐7pm 0.4 150.6 150.2 0.4 80.4 80.0

4‐hour PM 2.3 81.8 79.5 1.4 47.6 46.1

3‐4pm 1.0 83.0 82.0 1.4 80.7 79.3

4‐5pm 1.6 108.3 106.7 2.7 105.2 102.4

5‐6pm 1.9 118.5 116.6 3.4 113.9 110.5

6‐7pm 0.5 119.9 119.4 0.6 120.6 120.0

4‐hour PM 1.3 105.7 104.4 2.1 103.6 101.5

3‐4pm 2.9 81.0 78.1 3.4 69.6 66.2

4‐5pm 2.5 165.9 163.4 12.2 172.8 160.7

5‐6pm 7.4 168.2 160.7 31.0 179.5 148.5

6‐7pm 0.8 178.4 177.5 5.1 185.1 180.0

4‐hour PM 3.5 143.9 140.4 13.0 148.6 135.6

3‐4pm 4.4 41.2 36.8 7.4 105.1 97.7

4‐5pm 35.3 277.8 242.6 94.4 349.5 255.1

5‐6pm 127.4 420.9 293.5 166.9 502.5 335.6

6‐7pm 28.3 194.1 165.9 62.8 271.4 208.6

4‐hour PM 51.3 243.7 192.4 83.1 310.9 227.8

3‐4pm 0.7 210.1 209.4 0.7 204.1 203.3

4‐5pm 0.7 221.7 221.0 0.7 214.4 213.7

5‐6pm 0.9 215.2 214.3 1.0 210.9 209.8

6‐7pm 0.6 252.2 251.7 0.6 252.4 251.8

4‐hour PM 0.7 223.1 222.3 0.8 218.7 217.9

3‐4pm 1.5 9.6 8.1 1.5 9.5 8.1

4‐5pm 1.6 10.6 9.0 1.5 10.7 9.1

5‐6pm 1.7 15.1 13.4 1.7 16.9 15.1

6‐7pm 1.3 5.0 3.7 1.3 6.0 4.7

4‐hour PM 1.5 10.4 8.8 1.5 11.1 9.6

NY Thruway Interchange 14

Average On‐Ramp Delay (s) ‐ All Vehicles

Ramp Hour

Cross‐Westchester Expressway Exit 1

NY Thruway Interchange 9

NY Thruway Interchange 11

NY Thruway Interchange 12

NY Thruway Interchange 13N

NY Thruway Interchange 13S

Cross‐Westchester Expressway Exit 4


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