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: 41.331519,  Lng: -73.823614),  Route carried "on" structure: US 6,  Year Built: 1963,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 17,208 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,091 (year 2026),  Design Load: H 20,  Features Intersected: SHRUB OAK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.073,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 73.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: September 2006,  Bridge Improvement Cost: $1,046,000,  Roadway Improvement Cost: $622,000,  Total Project Cost: $1,668,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102339,  Location: 0.8 MI W JCT RTE 202+TSP (Lat: 41.290747,  Lng: -73.834842),  Route carried "on" structure: State highway 35,  Year Built: 1933,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 21,357 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,900 (year 2026),  Design Load: HS 20,  Features Intersected: HUNTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.982,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $358,000,  Total Project Cost: $960,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103614,  Location: .2 MI S.JCT RTS 100 & 118 (Lat: 41.229036,  Lng: -73.766392),  Route carried "on" structure: State highway 100,  Year Built: 1989,  Status: Open,  Structure Length: 18.37m (60.27ft),  Average Daily Traffic: 10,859 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,203 (year 2022),  Design Load: HS 20,  Features Intersected: NEW CROTON RESVOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.135,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: 18.37m (60.27ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: August 2005,  Bridge Improvement Cost: $2,168,000,  Roadway Improvement Cost: $1,258,000,  Total Project Cost: $3,426,000 ( Estimate for 2007),  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: 41.237400,  Lng: -73.841925),  Route carried "on" structure: State highway 129,  Year Built: 1990,  Status: Open,  Structure Length: 26.27m (86.19ft),  Average Daily Traffic: 6,572 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,201 (year 2025),  Design Load: HS 20,  Features Intersected: CROTON LAKE RESER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.418,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: August 2007,  Underwater Inspection Date: September 2007,  Bridge Improvement Cost: $3,931,000,  Roadway Improvement Cost: $2,241,000,  Total Project Cost: $6,172,000 ( Estimate for 2007),  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: 41.327506,  Lng: -73.819681),  Route carried "on" structure: State highway 132,  Year Built: 2007,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 8,168 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,435 (year 2025),  Design Load: HS 25,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.998,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  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: 15.0m (49.2ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,416,000,  Roadway Improvement Cost: $842,000,  Total Project Cost: $2,258,000 ( Estimate for 2007),  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: 41.329511,  Lng: -73.821008),  Route carried "on" structure: State highway 132,  Year Built: 1923,  Status: Posted for load-capacity,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,096 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,274 (year 2022),  Features Intersected: SHRUB OAK BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 165.164,  Lanes on structure: 2,  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 or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,416,000,  Roadway Improvement Cost: $842,000,  Total Project Cost: $2,258,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1037771,  Location: JCT TSP & RTE 134 (Lat: 41.214511,  Lng: -73.810144),  Route carried "on" structure: Other road 987G,  Year Built: 1968,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 29,450 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,230 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 134
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.369,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.1 metric tons,  Inventory Rating: 32.6 metric tons,  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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $530,000,  Roadway Improvement Cost: $315,000,  Total Project Cost: $845,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1037772,  Location: JCT TSP & RTE 134 (Lat: 41.214511,  Lng: -73.810144),  Route carried "on" structure: Other road 987G,  Year Built: 1930,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 29,450 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 41,230 (year 2022),  Design Load: HS 20+Mod,  Features Intersected: RTE 134
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.034,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than 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: May 2006,  Bridge Improvement Cost: $764,000,  Roadway Improvement Cost: $455,000,  Total Project Cost: $1,219,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1077691,  Location: JCT TSP - US 202 & 35 (Lat: 41.292361,  Lng: -73.821114),  Route carried "on" structure: City street 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 20,024 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,069 (year 2020),  Design Load: HS 25,  Features Intersected: RTE 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 188.478,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  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: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,042,000,  Roadway Improvement Cost: $620,000,  Total Project Cost: $1,662,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1077692,  Location: JCT TSP-US 202 & 35 (Lat: 41.292403,  Lng: -73.821006),  Route carried "on" structure: Other road 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 23,473 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,076 (year 2020),  Design Load: HS 25,  Features Intersected: RTE 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 188.478,  Lanes on structure: 3,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  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: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,042,000,  Roadway Improvement Cost: $620,000,  Total Project Cost: $1,662,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1077701,  Location: .5 MI N JCT TSP & US 202 (Lat: 41.298844,  Lng: -73.822522),  Route carried "on" structure: Other road 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 20,024 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,069 (year 2020),  Design Load: HS 25,  Features Intersected: RAMP N TO BMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.058,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  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: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than 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: 2.24m (7.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $801,000,  Roadway Improvement Cost: $477,000,  Total Project Cost: $1,278,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1077702,  Location: .5 MI N JCT TSP & US 202 (Lat: 41.298836,  Lng: -73.822400),  Route carried "on" structure: Other road 987G,  Year Built: 2003,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 20,024 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,069 (year 2020),  Design Load: HS 25,  Features Intersected: RAMP N TO BEAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 189.058,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 22 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: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than 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: 2.24m (7.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $801,000,  Roadway Improvement Cost: $477,000,  Total Project Cost: $1,278,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1077711,  Location: 0.8 MI N JCT Rt.202 & TSP (Lat: 41.303056,  Lng: -73.824081),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Design Load: HS 25,  Features Intersected: HUNTER BROOK,  Facility Carried by Structure: 987G 987G87011178
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  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: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  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 2007,  Bridge Improvement Cost: $268,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $427,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1077712,  Location: .8 MI N JCT Rt. 202 & TSP (Lat: 41.303081,  Lng: -73.824000),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.83m (2.72ft),  Design Load: HS 25,  Features Intersected: HUNTER BROOK,  Facility Carried by Structure: 987G 987G87011178
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  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: 14.4m (47.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $461,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107773,  Location: 0.3 MI S OF JCT US6 & TSP (Lat: 41.330000,  Lng: -73.818000),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 60,795 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 88,256 (year 2020),  Design Load: HS 25,  Features Intersected: SHRUB OAK CREEK,  Facility Carried by Structure: 987G 987G87011198
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 44.1m (144.7ft),  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: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: High priority of corrective action,  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: 0.93m (3.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $1,092,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $1,742,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107774,  Location: JCT Rts. 6 & 987G(TSP) (Lat: 41.332528,  Lng: -73.817358),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 25,990 (year 1990),  Truck Traffic: 6%,  Average Future Daily Traffic: 37,730 (year 2010),  Design Load: HS 25,  Features Intersected: 6 687033047,  Facility Carried by Structure: 987G 987G87011200
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  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: Excellent,  Substructure: Good,  Inventory Rating: 62.6 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: June 2007,  Bridge Improvement Cost: $1,092,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $1,742,000 ( Estimate for 2007),  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: 41.295289,  Lng: -73.828889),  Route carried "on" structure: City street 987H,  Year Built: 1931,  Status: Posted for load-capacity,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 94 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 125 ,  Features Intersected: HUNTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.7m (41.7ft),  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: 13.5m (44.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.69m (2.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $886,000,  Roadway Improvement Cost: $528,000,  Total Project Cost: $1,414,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109144,  Location: JCT RTE 129+TSP NB (Lat: 41.239925,  Lng: -73.812892),  Route carried "on" structure: State highway 129,  Year Built: 1968,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,824 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,354 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 987G
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.031,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Inventory Rating: 32.6 metric tons,  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: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $758,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226207,  Location: 4.6 MI NE CROTON ON HUDS. (Lat: 41.233958,  Lng: -73.801392),  Route carried "on" structure: Other road ,  Year Built: 1904,  Status: Posted for load,  Structure Length: 16.30m (53.48ft),  Average Daily Traffic: 317 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 422 (year 2015),  Features Intersected: NEW CROTON RESV.,  Facility Carried by Structure: BET.SH 129&ARCADY
Minimum Vertical Clearance: 3.75m (12.30ft),  Kilometerpoint: 0.000,  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: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 10.0 - 19.9% 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 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: June 2003,  Bridge Improvement Cost: $2,446,000,  Roadway Improvement Cost: $1,420,000,  Total Project Cost: $3,866,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 226243,  Location: 4.5 MI SE OF PEEKSKILL (Lat: 41.259406,  Lng: -73.841847),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 292 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 409 (year 2015),  Features Intersected: NEW CROTON RESVOR,  Facility Carried by Structure: BAPTIST CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  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: Load Factor (LF),  Inventory Rating: 68.0 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,  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: October 2007,  Underwater Inspection Date: October 2004,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $573,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226244,  Location: 3.0 MI E OF PEEKSKILL (Lat: 41.300511,  Lng: -73.854389),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1973,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 192 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 269 (year 2015),  Features Intersected: UNNAMED BROOK,  Facility Carried by Structure: SHERMAN COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $166,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226245,  Location: 5.1 MI NE OF PEEKSKILL (Lat: 41.333525,  Lng: -73.842769),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 4,820 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,748 (year 2015),  Features Intersected: SHRUB OAK BROOK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: August 2007,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $166,000 ( Estimate for 2007),  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: 41.334683,  Lng: -73.842544),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,803 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,724 (year 2015),  Design Load: HS 20,  Features Intersected: PEEKSKILL HOLL CK,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Slab,  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: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: August 2007,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $166,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 226247,  Location: 5.2 MI NE OF PEEKSKILL (Lat: 41.331222,  Lng: -73.839619),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 43 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 60 (year 2015),  Features Intersected: SHRUB OAK LAKE,  Facility Carried by Structure: NORTH RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $116,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $185,000 ( Estimate for 2007),  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: 41.328622,  Lng: -73.801986),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 7,149 (year 1995),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,009 (year 2015),  Features Intersected: TRIB BARGER BROOK,  Facility Carried by Structure: HILL BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 74.2 metric tons,  Inventory Rating: 19.5 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $776,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226574,  Location: IN AMAWALK (Lat: 41.284433,  Lng: -73.774161),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 3,195 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,473 ,  Features Intersected: HALLOCKS MILL BRK,  Facility Carried by Structure: GREENWOOD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Serious,  Culverts: Fair,  Operating Rating: 74.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2007,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $91,000,  Total Project Cost: $243,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336785,  Location: IN YORKTOWN (Lat: 41.325089,  Lng: -73.822917),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,303 (year 2020),  Features Intersected: SHRUB OAK BROOK,  Facility Carried by Structure: EAST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  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: 2.6m (8.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 79.1 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $298,000,  Roadway Improvement Cost: $178,000,  Total Project Cost: $476,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550216,  Location: 0.5 MI N JCT RTS TSP+134 (Lat: 41.221300,  Lng: -73.812431),  Route carried "on" structure: State highway 987G,  Year Built: 1972,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 57,861 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 83,997 (year 2022),  Design Load: HS 20,  Features Intersected: ILLINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 177.473,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  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 or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: June 2006,  Bridge Improvement Cost: $1,974,000,  Roadway Improvement Cost: $1,175,000,  Total Project Cost: $3,149,000 ( Estimate for 2007),  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: 41.227753,  Lng: -73.807506),  Route carried "on" structure: Other road ,  Year Built: 1967,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 77 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 102 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 987G,  Facility Carried by Structure: ILLINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 0.9m (3.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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 2006,  Bridge Improvement Cost: $1,974,000,  Roadway Improvement Cost: $1,175,000,  Total Project Cost: $3,149,000 ( Estimate for 2007),  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: 41.236167,  Lng: -73.812758),  Route carried "on" structure: Other road 987G,  Year Built: 1930,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 61,563 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 86,188 (year 2022),  Features Intersected: CROTON DAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.035,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  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: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.6 metric tons,  Inventory Rating: 20.6 metric tons,  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: June 2006,  Bridge Improvement Cost: $645,000,  Roadway Improvement Cost: $384,000,  Total Project Cost: $1,029,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 550219,  Location: TSP(NB) AT NEW CROTON RES (Lat: 41.237631,  Lng: -73.812739),  Route carried "on" structure: Other road 987G,  Year Built: 1931,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 29.26m (96.00ft),  Average Daily Traffic: 61,563 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 86,188 (year 2022),  Design Load: HS 20,  Features Intersected: NEW CROTON RESRVR
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 21.897,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 228.6m (750.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.7 metric tons,  Inventory Rating: 29.3 metric tons,  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: 29.26m (96.00ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Underwater Inspection Date: June 2002,  Bridge Improvement Cost: $8,541,000,  Roadway Improvement Cost: $4,958,000,  Total Project Cost: $13,499,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 55022,  Location: TSP(SB) AT NEW CROTON RES (Lat: 41.238922,  Lng: -73.817594),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Posted for load-capacity,  Structure Length: 41.54m (136.29ft),  Average Daily Traffic: 61,563 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 89,371 (year 2022),  Design Load: HS 20,  Features Intersected: CROTON DAM ROAD, NEW CRO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.543,  Lanes on structure: 3,  Lanes under structure: 2,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: October 2006,  Critical Feature Inspection Date: October 2006,  Underwater Inspection Date: October 2004,  Bridge Improvement Cost: $8,541,000,  Roadway Improvement Cost: $4,958,000,  Total Project Cost: $13,499,000 ( Estimate for 2007),  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: 41.241003,  Lng: -73.817144),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 61,563 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 89,371 (year 2022),  Design Load: HS 20,  Features Intersected: RTE 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.592,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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 or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 98.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 5.39m (17.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $1,651,000,  Roadway Improvement Cost: $983,000,  Total Project Cost: $2,634,000 ( Estimate for 2007),  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: 41.253947,  Lng: -73.807603),  Route carried "on" structure: Other road 987G,  Year Built: 1972,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 61,563 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 86,188 (year 2022),  Design Load: HS 20,  Features Intersected: UNDERHILL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.805,  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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.8 metric tons,  Inventory Rating: 32.6 metric tons,  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: May 2006,  Bridge Improvement Cost: $527,000,  Roadway Improvement Cost: $314,000,  Total Project Cost: $841,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550224,  Location: 3.1 MI S JCT TSP & US 202 (Lat: 41.253761,  Lng: -73.808717),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 7,476 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,740 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 987G,  Facility Carried by Structure: UNDERHILL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  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,  Inventory Rating: 29.3 metric tons,  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: Febuary 2006,  Bridge Improvement Cost: $715,000,  Roadway Improvement Cost: $425,000,  Total Project Cost: $1,140,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 550225,  Location: 2.1 MI S JCT TSP & US 202 (Lat: 41.268372,  Lng: -73.807339),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 2,915 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,081 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 987G,  Facility Carried by Structure: BALDWIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.7 metric tons,  Inventory Rating: 32.6 metric tons,  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: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Bridge Improvement Cost: $1,035,000,  Roadway Improvement Cost: $616,000,  Total Project Cost: $1,651,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5502261,  Location: 0.6 MI S JCT RTS TSP+202 (Lat: 41.283544,  Lng: -73.819936),  Route carried "on" structure: Other road 987G,  Year Built: 1965,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 30,781 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,093 (year 2022),  Design Load: HS 20,  Features Intersected: FDR PARK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.059,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.7 metric tons,  Inventory Rating: 32.6 metric tons,  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 2006,  Bridge Improvement Cost: $442,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $705,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5502262,  Location: 0.6 MI S JCT RTS TSP<202 (Lat: 41.283544,  Lng: -73.819936),  Route carried "on" structure: Other road 987G,  Year Built: 1965,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 30,781 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,093 (year 2022),  Design Load: HS 20,  Features Intersected: FDR PARK RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.059,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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 or Sidewalk Widths: Left: 0.0m,  Right: 0.4m (1.3ft),  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: 81.7 metric tons,  Inventory Rating: 32.6 metric tons,  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 2006,  Bridge Improvement Cost: $443,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $707,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103771,  Location: 0.4 MI S JCT RTE 6+TSP (Lat: 41.327506,  Lng: -73.819681),  Route carried "under" structure: Other road 987G,  Year Built: 2007,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 6,600 (year 1978),  Truck Traffic: 6%,  Features Intersected: RTE 987G,  Facility Carried by Structure: RTE 132
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 31.359,  Lanes on structure: 2,  Lanes under structure: 6,  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: 41.214511,  Lng: -73.810144),  Route carried "under" structure: State highway 134,  Year Built: 1968,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 6,266 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 134,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 7.112,  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: 41.214511,  Lng: -73.810144),  Route carried "under" structure: State highway 134,  Year Built: 1930,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 6,266 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 134,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 7.112,  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: 41.292361,  Lng: -73.821114),  Route carried "under" structure: State highway 35,  Year Built: 2003,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 27,300 (year 2000),  Truck Traffic: 6%,  Features Intersected: RTE 35,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 0.65m (2.13ft),  Kilometerpoint: 3.283,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1077692,  Location: JCT TSP-US 202 & 35 (Lat: 41.292403,  Lng: -73.821006),  Route carried "under" structure: State highway 35,  Year Built: 2003,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 27,300 (year 2000),  Truck Traffic: 6%,  Features Intersected: RTE 35,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 0.65m (2.13ft),  Kilometerpoint: 3.283,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 107772,  Location: 0.7 MI N JCT TSP & US 202 (Lat: 41.308806,  Lng: -73.824250),  Route carried "under" structure: Other road ,  Year Built: 2007,  Structure Length: 4.98m (16.34ft),  Features Intersected: TACONIC STATE PKW,  Facility Carried by Structure: Ped Rec.Trl.
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.0m (157.5ft)

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Structure Number: 107774,  Location: JCT Rts. 6 & 987G(TSP) (Lat: 41.332528,  Lng: -73.817358),  Route carried "under" structure: US ,  Year Built: 2006,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,960 (year 1990),  Truck Traffic: 6%,  Features Intersected: 6 687033047,  Facility Carried by Structure: 987G 987G87011200
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 109144,  Location: JCT RTE 129+TSP NB (Lat: 41.239925,  Lng: -73.812892),  Route carried "under" structure: Other road 987G,  Year Built: 1968,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 57,861 (year 2002),  Truck Traffic: 6%,  Features Intersected: RTE 987G,  Facility Carried by Structure: RTE 129
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 20.483,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 550217,  Location: 0.8 MI N JCT RTS TSP+134 (Lat: 41.227753,  Lng: -73.807506),  Route carried "under" structure: Other road 987G,  Year Built: 1967,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 13,500 (year 1975),  Truck Traffic: 6%,  Features Intersected: RTE 987G,  Facility Carried by Structure: ILLINGTON ROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 18.986,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 550222,  Location: JCT TSP&RTE 129 (Lat: 41.241003,  Lng: -73.817144),  Route carried "under" structure: State highway 129,  Year Built: 1972,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 3,824 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 129,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 9.622,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 550223,  Location: 3.1 MI S JCT RTS TSP+202 (Lat: 41.253947,  Lng: -73.807603),  Route carried "under" structure: Other road ,  Year Built: 1972,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 1,920 (year 2007),  Truck Traffic: 6%,  Features Intersected: UNDERHILL AVENUE,  Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 550224,  Location: 3.1 MI S JCT TSP & US 202 (Lat: 41.253761,  Lng: -73.808717),  Route carried "under" structure: Other road 987G,  Year Built: 1951,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 2,640 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 987G,  Facility Carried by Structure: UNDERHILL AVENUE
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 22.156,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 550225,  Location: 2.1 MI S JCT TSP & US 202 (Lat: 41.268372,  Lng: -73.807339),  Route carried "under" structure: Other road 987G,  Year Built: 1965,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 2,040 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 987G,  Facility Carried by Structure: BALDWIN ROAD
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 23.829,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 20.7m (67.9ft)