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

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Structure Number: 100735,  Location: 12.5MI N JCT RTS 9W+299 (Lat: 41.915656,  Lng: -73.983758),  Route carried "on" structure: City street ,  Year Built: 1921,  Year Reconstructed: 1974,  Status: Posted for load,  Structure Length: 32.36m (106.17ft),  Average Daily Traffic: 15,700 (year 1975),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,456 (year 1995),  Design Load: HS 20,  Features Intersected: DOCK STREET, RONDOUT CRE,  Facility Carried by Structure: WURTS STREET
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 48.7m (159.8ft)),  Material/Design: Steel continuous,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 214.8m (704.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 5.0 metric tons,  Inventory Rating: 5.0 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 32.36m (106.17ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Bridge Improvement Cost: $2,184,000,  Roadway Improvement Cost: $1,268,000,  Total Project Cost: $3,452,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101959,  Location: 1.7 MI E JCT SH28 & I87 (Lat: 41.934358,  Lng: -74.011608),  Route carried "on" structure: Interstate ,  Year Built: 2005,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 12,890 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 20,297 ,  Design Load: HS 25,  Features Intersected: ABANDONED RR.,  Facility Carried by Structure: COLONEL CHANDLER
Minimum Vertical Clearance: 99.00m (324.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $1,120,000 ( Estimate for 2007),  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: 105003,  Location: 0.8 MI S JCT RTS 28+I87 (Lat: 41.939392,  Lng: -74.026917),  Route carried "on" structure: Other road 981K,  Year Built: 1962,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 32,925 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,898 (year 2027),  Design Load: H 20,  Features Intersected: ESOPUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.265,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 60.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.22m (26.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $702,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $1,120,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107068,  Location: IN CITY OF KINGSTON (Lat: 41.926769,  Lng: -73.985939),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 16,100 (year 1980),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,977 (year 2000),  Design Load: HS 20,  Features Intersected: RTE 9W,  Facility Carried by Structure: DELAWARE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $16,235,000,  Roadway Improvement Cost: $9,424,000,  Total Project Cost: $25,659,000 ( 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: 1070699,  Location: CITY OF KINGSTON (Lat: 41.936678,  Lng: -73.983558),  Route carried "on" structure: US 9W,  Year Built: 1981,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 15,223 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,807 (year 2026),  Design Load: HS 20,  Features Intersected: LINCOLN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.206,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 65.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $16,235,000,  Roadway Improvement Cost: $9,424,000,  Total Project Cost: $25,659,000 ( 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: 201958,  Location: AT KINGSTON (Lat: 41.928742,  Lng: -74.002172),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 2,595 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,764 (year 2017),  Design Load: H 20,  Features Intersected: BROADWAY RTE 28,  Facility Carried by Structure: GREENKILL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Critical Feature Inspection Date: November 2006,  Bridge Improvement Cost: $987,000,  Roadway Improvement Cost: $635,000,  Total Project Cost: $1,622,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5515479,  Location: 0.4 MI SW JCT I-87 < 22 (Lat: 41.938869,  Lng: -74.036406),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 43,195 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,015 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: HURLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.850,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,104,000,  Roadway Improvement Cost: $1,802,000,  Total Project Cost: $4,906,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5515489,  Location: 1.4 MI NW OF KINGSTON (Lat: 41.939739,  Lng: -74.035994),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 43,195 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,015 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: EX-N Y CENTRAL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.862,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $927,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5515499,  Location: 1.4 MI NW OF KINGSTON (Lat: 41.940172,  Lng: -74.035181),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 43,195 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,015 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: EX-ULSTER & DELWR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.864,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 33.2m (108.9ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $927,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5515509,  Location: IN THE CITY OF KINGSTON (Lat: 41.944136,  Lng: -74.031947),  Route carried "on" structure: Interstate 87,  Year Built: 1953,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 43,195 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,015 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: ESOPUS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.303,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.6m (107.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $585,000,  Roadway Improvement Cost: $342,000,  Total Project Cost: $927,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100735,  Location: 12.5MI N JCT RTS 9W+299 (Lat: 41.915656,  Lng: -73.983758),  Route carried "under" structure: City street ,  Year Built: 1921,  Structure Length: 32.36m (106.17ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Features Intersected: DOCK STREET, RONDOUT CRE,  Facility Carried by Structure: WURTS STREET
Minimum Vertical Clearance: 17.99m (59.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Suspension,  Length of Maximum Span: 214.8m (704.7ft)

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Structure Number: 107068,  Location: IN CITY OF KINGSTON (Lat: 41.926769,  Lng: -73.985939),  Route carried "under" structure: US 9W,  Year Built: 1982,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 15,223 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 9W,  Facility Carried by Structure: DELAWARE AVENUE
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 0.111,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 201958,  Location: AT KINGSTON (Lat: 41.928742,  Lng: -74.002172),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 14,500 (year 1973),  Truck Traffic: 6%,  Features Intersected: BROADWAY RTE 28,  Facility Carried by Structure: GREENKILL AVENUE
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 161.801,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 5515479,  Location: 0.4 MI SW JCT I-87 < 22 (Lat: 41.938869,  Lng: -74.036406),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 4,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: HURLEY AVE,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 701958,  Location: AT KINGSTON (Lat: 41.928586,  Lng: -74.001836),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 14,500 (year 1973),  Truck Traffic: 6%,  Features Intersected: BROADWAY RTE 28,  Facility Carried by Structure: CSXT RIVER LINE
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 161.801,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 704123,  Location: IN CITY OF KINGSTON (Lat: 41.925294,  Lng: -74.009944),  Route carried "under" structure: City street 213,  Year Built: 1930,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 213, WILBUR AVENUE,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 771334,  Location: 0.5 MI SW OF KINGSTON (Lat: 41.911192,  Lng: -74.000517),  Route carried "under" structure: City street ,  Year Built: 1903,  Structure Length: 37.55m (123.20ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Features Intersected: ABEEL STREET, RONDOUT CR,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 82.2m (269.7ft)

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Structure Number: 771335,  Location: 1.0 MI S OF KINGSTON (Lat: 41.916106,  Lng: -74.006458),  Route carried "under" structure: City street ,  Year Built: 1929,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 6%,  Features Intersected: WEST OREILLY ST,  Facility Carried by Structure: CSXT RIVER LINE
Minimum Vertical Clearance: 3.47m (11.38ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 77134,  Location: AT KINGSTON (Lat: 41.921247,  Lng: -73.983619),  Route carried "under" structure: City street ,  Year Built: 1916,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 6%,  Features Intersected: MEADOW STREET,  Facility Carried by Structure: EX-CATSKILL MT RR
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.0m (55.8ft)