Bridge Statistics for Yorktown, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 100343,  Location: 0.3 MI W JCT US 6 + TSP (Lat: 41.331492,  Lng: -73.823453),  Route carried "on" structure: US 6,  Year Built: 1963,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 17,488 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,570 (year 2040),  Design Load: H 20,  Features Intersected: SHRUB OAK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.989,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,307,000,  Roadway Improvement Cost: $766,000,  Total Project Cost: $2,073,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102339,  Location: 0.8 MI W JCT RTE 202+TSP (Lat: 41.290786,  Lng: -73.834683),  Route carried "on" structure: State highway 35,  Year Built: 2014,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 19,125 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,214 (year 2040),  Design Load: HL 93,  Features Intersected: HUNTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.961,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $720,000,  Roadway Improvement Cost: $421,000,  Total Project Cost: $1,141,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 103614,  Location: .2 MI S.JCT RTS 100 & 118 (Lat: 41.227917,  Lng: -73.765817),  Route carried "on" structure: State highway 100,  Year Built: 1989,  Status: Open,  Structure Length: 18.44m (60.50ft),  Average Daily Traffic: 7,424 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,018 (year 2040),  Design Load: HS 20,  Features Intersected: NEW CROTON RESVOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.903,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 72.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.44m (60.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2020,  Bridge Improvement Cost: $11,176,000,  Roadway Improvement Cost: $6,544,000,  Total Project Cost: $17,720,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103758,  Location: 2 MI W JCT SH100 & SH118 (Lat: 41.237683,  Lng: -73.844294),  Route carried "on" structure: State highway 129,  Year Built: 1990,  Status: Open,  Structure Length: 26.27m (86.19ft),  Average Daily Traffic: 6,627 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,050 (year 2040),  Design Load: HS 20,  Features Intersected: CROTON LAKE RESER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.259,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 73.1m (239.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 26.27m (86.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $11,269,000,  Roadway Improvement Cost: $6,599,000,  Total Project Cost: $17,869,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103771,  Location: 0.4 MI S JCT RTE 6+TSP (Lat: 41.327583,  Lng: -73.819681),  Route carried "on" structure: State highway 132,  Year Built: 2007,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 5,163 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,272 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 987G987G87011163 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.958,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,494,000,  Roadway Improvement Cost: $1,461,000,  Total Project Cost: $3,955,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 103772,  Location: 0.2MI W TSP+0.1MI S RTEG (Lat: 41.329603,  Lng: -73.821014),  Route carried "on" structure: State highway 132,  Year Built: 1923,  Status: Posted for load-capacity,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,030 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,110 (year 2040),  Features Intersected: SHRUB OAK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 22.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $411,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1037771,  Location: JCT TSP & RTE 134 (Lat: 41.214411,  Lng: -73.810522),  Route carried "on" structure: Other road 987G,  Year Built: 1968,  Status: Open,  Structure Length: 1.65m (5.41ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: RTE 134
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.747,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,929,000,  Roadway Improvement Cost: $1,129,000,  Total Project Cost: $3,058,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1037772,  Location: JCT TSP & RTE 134 (Lat: 41.214644,  Lng: -73.810136),  Route carried "on" structure: Other road 987G,  Year Built: 1930,  Status: Open,  Structure Length: 2.07m (6.79ft),  Truck Traffic: 2%,  Design Load: HS 20+Mod,  Features Intersected: RTE 134
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.747,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,359,000,  Roadway Improvement Cost: $1,381,000,  Total Project Cost: $3,740,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1077691,  Location: JCT TSP - US 202 & 35 (Lat: 41.292167,  Lng: -73.821569),  Route carried "on" structure: Other road 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 23,231 (year 2014),  Average Future Daily Traffic: 32,771 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.369,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,998,000,  Roadway Improvement Cost: $2,341,000,  Total Project Cost: $6,339,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1077692,  Location: JCT TSP-US 202 & 35 (Lat: 41.292250,  Lng: -73.821389),  Route carried "on" structure: Other road 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 23,231 (year 2014),  Average Future Daily Traffic: 32,771 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.369,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $3,751,000,  Roadway Improvement Cost: $2,197,000,  Total Project Cost: $5,948,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1077701,  Location: .5 MI N JCT TSP & US 202 (Lat: 41.298911,  Lng: -73.823017),  Route carried "on" structure: Other road 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.44m (8.01ft),  Truck Traffic: 2%,  Design Load: HS 25 or greater,  Features Intersected: RAMP N TO BMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.125,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,721,000,  Roadway Improvement Cost: $1,594,000,  Total Project Cost: $4,315,000 ( Estimate for 2021)

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Structure Number: 1077702,  Location: .5 MI N JCT TSP & US 202 (Lat: 41.298869,  Lng: -73.822808),  Route carried "on" structure: Other road 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.44m (8.01ft),  Truck Traffic: 2%,  Design Load: HS 25 or greater,  Features Intersected: RAMP N TO BMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.125,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,538,000,  Roadway Improvement Cost: $1,486,000,  Total Project Cost: $4,024,000 ( Estimate for 2021)

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Structure Number: 1077711,  Location: 0.8 MI N JCT Rt.202 & TSP (Lat: 41.303031,  Lng: -73.824075),  Route carried "on" structure: State highway 987G,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Truck Traffic: 2%,  Design Load: HS 25 or greater,  Features Intersected: HUNTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.608,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $516,000,  Roadway Improvement Cost: $302,000,  Total Project Cost: $818,000 ( Estimate for 2021)

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Structure Number: 1077712,  Location: .8 MI N JCT Rt. 202 & TSP (Lat: 41.303081,  Lng: -73.823981),  Route carried "on" structure: State highway 987G,  Year Built: 2006,  Status: Open,  Structure Length: 0.82m (2.69ft),  Truck Traffic: 2%,  Design Load: HS 25 or greater,  Features Intersected: HUNTER BROOK
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 28.608,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $908,000 ( Estimate for 2021)

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Structure Number: 107773,  Location: 0.3 MI S OF JCT US6 & TSP (Lat: 41.329961,  Lng: -73.817786),  Route carried "on" structure: Other road 987G,  Year Built: 2005,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 41,871 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 59,067 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SHRUB OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.874,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 27 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 44.1m (144.7ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,440,000,  Roadway Improvement Cost: $843,000,  Total Project Cost: $2,283,000 ( Estimate for 2021)

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Structure Number: 107774,  Location: JCT Rts. 6 & 987G(TSP) (Lat: 41.332383,  Lng: -73.817350),  Route carried "on" structure: State highway 987G,  Year Built: 2006,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 41,871 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 59,067 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 6 687033047 WB, RTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.148,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 30.8m (101.0ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,784,000,  Roadway Improvement Cost: $5,144,000,  Total Project Cost: $13,928,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 107863,  Location: .3 MI N JCT US202 AND BMP (Lat: 41.295194,  Lng: -73.829181),  Route carried "on" structure: City street 987H,  Year Built: 1931,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,467 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,487 (year 2040),  Features Intersected: HUNTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $549,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 109144,  Location: JCT RTE 129+TSP NB (Lat: 41.239769,  Lng: -73.812906),  Route carried "on" structure: State highway 129,  Year Built: 1968,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,534 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,293 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.992,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $1,476,000,  Roadway Improvement Cost: $864,000,  Total Project Cost: $2,341,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226207,  Location: 4.6 MI NE CROTON ON HUDS. (Lat: 41.233528,  Lng: -73.802442),  Route carried "on" structure: Other road ,  Year Built: 1904,  Status: Posted for load,  Structure Length: 16.31m (53.51ft),  Truck Traffic: 3%,  Features Intersected: NEW CROTON RESV.,  Facility Carried by Structure: Route 129/Arcady R
Minimum Vertical Clearance: 3.75m (12.30ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 120.7m (396.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 16.30m (53.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: October 2018,  Bridge Improvement Cost: $9,563,000,  Roadway Improvement Cost: $5,600,000,  Total Project Cost: $15,163,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 226243,  Location: 4.5 MI SE OF PEEKSKILL (Lat: 41.259306,  Lng: -73.841906),  Route carried "on" structure: Other road ,  Year Built: 1950,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 395 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 553 (year 2037),  Features Intersected: NEW CROTON RESVOR,  Facility Carried by Structure: BAPTIST CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.880,  Lanes on structure: 2,  Owner: Local Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $1,524,000,  Roadway Improvement Cost: $893,000,  Total Project Cost: $2,417,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226245,  Location: 5.1 MI NE OF PEEKSKILL (Lat: 41.333925,  Lng: -73.842775),  Route carried "on" structure: Other road ,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,146 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,129 (year 2040),  Features Intersected: SHRUB OAK BROOK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.15m (3.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $692,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226246,  Location: 1 MILE NE OF MOHEGAN LAKE (Lat: 41.334725,  Lng: -73.842614),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,146 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,129 (year 2040),  Design Load: HS 20,  Features Intersected: SHRUB OAK BROOK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 67.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $591,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $937,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 226247,  Location: 5.2 MI NE OF PEEKSKILL (Lat: 41.331108,  Lng: -73.839553),  Route carried "on" structure: Other road ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 42 (year 2037),  Features Intersected: SHRUB OAK LAKE,  Facility Carried by Structure: NORTH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $916,000,  Roadway Improvement Cost: $536,000,  Total Project Cost: $1,452,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2265539,  Location: 7.0 MI NE OF PEEKSKILL (Lat: 41.328644,  Lng: -73.801847),  Route carried "on" structure: Other road ,  Year Built: 2021,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 5,171 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,239 (year 2036),  Features Intersected: TRIB BARGER BROOK,  Facility Carried by Structure: HILL BOULEVARD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 0.531,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 65.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 226574,  Location: IN AMAWALK (Lat: 41.284394,  Lng: -73.774119),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,300 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,220 (year 2036),  Features Intersected: HALLOCKS MILL BRK,  Facility Carried by Structure: GREENWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.949,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $274,000 ( Estimate for 2021)

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Structure Number: 336785,  Location: IN YORKTOWN (Lat: 41.330250,  Lng: -73.822872),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 6,347 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,710 (year 2040),  Features Intersected: SHRUB OAK BROOK,  Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $785,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $1,245,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550216,  Location: 0.5 MI N JCT RTS TSP+134 (Lat: 41.221178,  Lng: -73.812703),  Route carried "on" structure: State highway 987G,  Year Built: 1972,  Status: Open,  Structure Length: 6.49m (21.29ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: ILLINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.487,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,161,000,  Roadway Improvement Cost: $2,437,000,  Total Project Cost: $6,598,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 550217,  Location: 0.8 MI N JCT RTS TSP+134 (Lat: 41.227694,  Lng: -73.807258),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 3.32m (10.89ft),  Truck Traffic: 3%,  Design Load: HS 20,  Features Intersected: RTE 987G,  Facility Carried by Structure: ILLINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,663,000,  Roadway Improvement Cost: $974,000,  Total Project Cost: $2,637,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550218,  Location: TSP(NB)S OF NEW CROT RES (Lat: 41.236331,  Lng: -73.812828),  Route carried "on" structure: Other road 987G,  Year Built: 1930,  Status: Open,  Structure Length: 1.74m (5.71ft),  Truck Traffic: 2%,  Features Intersected: CROTON DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.386,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,115,000,  Roadway Improvement Cost: $1,238,000,  Total Project Cost: $3,353,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550219,  Location: TSP(NB) AT NEW CROTON RES (Lat: 41.236664,  Lng: -73.812833),  Route carried "on" structure: Other road 987G,  Year Built: 1931,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 24.20m (79.40ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: NEW CROTON RESRVR
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 20.402,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 228.6m (750.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.20m (79.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $25,837,000,  Roadway Improvement Cost: $15,130,000,  Total Project Cost: $40,967,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 55022,  Location: TSP(SB) AT NEW CROTON RES (Lat: 41.237408,  Lng: -73.818067),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Open,  Structure Length: 41.54m (136.29ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: CROTON DAM ROAD, NEW CRO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.402,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 121.9m (399.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.54m (136.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $38,612,000,  Roadway Improvement Cost: $22,611,000,  Total Project Cost: $61,224,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 550222,  Location: JCT TSP&RTE 129 (Lat: 41.240956,  Lng: -73.817206),  Route carried "on" structure: Other road 987G,  Year Built: 1964,  Status: Open,  Structure Length: 5.39m (17.68ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: RTE 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.901,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.39m (17.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $2,722,000,  Roadway Improvement Cost: $1,594,000,  Total Project Cost: $4,316,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 550223,  Location: 3.1 MI S JCT RTS TSP+202 (Lat: 41.254019,  Lng: -73.807775),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Open,  Structure Length: 1.62m (5.31ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: UNDERHILL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.478,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,645,000,  Roadway Improvement Cost: $963,000,  Total Project Cost: $2,608,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550224,  Location: 3.1 MI S JCT TSP & US 202 (Lat: 41.253747,  Lng: -73.808828),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 7,734 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,395 (year 2040),  Design Load: HS 20,  Features Intersected: RTE 987G,  Facility Carried by Structure: UNDERHILL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,685,000,  Roadway Improvement Cost: $1,572,000,  Total Project Cost: $4,257,000 ( Estimate for 2021)

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Structure Number: 550225,  Location: 2.1 MI S JCT TSP & US 202 (Lat: 41.268181,  Lng: -73.807414),  Route carried "on" structure: Other road ,  Year Built: 1965,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,537 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,139 (year 2040),  Design Load: HS 20,  Features Intersected: 987G987G87011150 SB, RTE,  Facility Carried by Structure: BALDWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $2,664,000,  Roadway Improvement Cost: $1,560,000,  Total Project Cost: $4,224,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5502261,  Location: 0.6 MI S JCT RTS TSP+202 (Lat: 41.283664,  Lng: -73.820150),  Route carried "on" structure: Other road 987G,  Year Built: 1965,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,237 (year 2017),  Average Future Daily Traffic: 3,155 (year 2040),  Design Load: HS 20,  Features Intersected: FDR PARK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,739,000,  Roadway Improvement Cost: $1,018,000,  Total Project Cost: $2,757,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5502262,  Location: 0.6 MI S JCT RTS TSP<202 (Lat: 41.283669,  Lng: -73.819850),  Route carried "on" structure: Other road 987G,  Year Built: 1965,  Status: Open,  Structure Length: 1.37m (4.49ft),  Truck Traffic: 2%,  Design Load: HS 20,  Features Intersected: FDR PARK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.388,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,670,000,  Roadway Improvement Cost: $978,000,  Total Project Cost: $2,647,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 103771,  Location: 0.4 MI S JCT RTE 6+TSP (Lat: 41.327583,  Lng: -73.819681),  Route carried "under" structure: Other road 987G,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 6,600 (year 1978),  Features Intersected: 987G987G87011163 SB, RTE,  Facility Carried by Structure: RTE 132
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 31.697,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 1037771,  Location: JCT TSP & RTE 134 (Lat: 41.214411,  Lng: -73.810522),  Route carried "under" structure: State highway 134,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,115 (year 2002),  Features Intersected: RTE 134,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.664,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1037772,  Location: JCT TSP & RTE 134 (Lat: 41.214644,  Lng: -73.810136),  Route carried "under" structure: State highway 134,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 7,115 (year 2002),  Features Intersected: RTE 134,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 5.664,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 1077691,  Location: JCT TSP - US 202 & 35 (Lat: 41.292167,  Lng: -73.821569),  Route carried "under" structure: State highway 35,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 27,300 (year 2000),  Features Intersected: RTE 35,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 8.56m (28.08ft),  Kilometerpoint: 6.500,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 28.9m (94.8ft)