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

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Structure Number: 100016,  Location: BURDEN AVE RT378 S.TROY (Lat: 42.704344,  Lng: -73.696369),  Route carried "on" structure: State highway 378,  Year Built: 1932,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 33,904 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 49,846 (year 2025),  Features Intersected: WYNANTS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.750,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,419,000,  Roadway Improvement Cost: $844,000,  Total Project Cost: $2,263,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 105432,  Location: JCT.1ST&2ND STE FERRY ST. (Lat: 42.727886,  Lng: -73.692953),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 30,000 (year 1978),  Truck Traffic: 6%,  Average Future Daily Traffic: 43,323 (year 1998),  Features Intersected: FERRY ST RT 2 EB,  Facility Carried by Structure: FIRST & SECOND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 156.8m (514.4ft)

Condition: Culverts: Fair,  Operating Rating: 81.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $478,000,  Roadway Improvement Cost: $285,000,  Total Project Cost: $763,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 107086C,  Location: CITY OF TROY (Lat: 42.739969,  Lng: -73.685828),  Route carried "on" structure: State highway 787,  Year Built: 1981,  Status: Open,  Structure Length: 33.28m (109.19ft),  Average Daily Traffic: 55,542 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,018 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 4, FIFTH AVENUE, SIX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.163,  Lanes on structure: 2,  Lanes under structure: 7,  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: 7,  Length of Maximum Span: 67.0m (219.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 87.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.28m (109.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $286,000 ( 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: 107086D,  Location: CITY OF TROY (Lat: 42.739969,  Lng: -73.683517),  Route carried "on" structure: Ramp City street ,  Year Built: 1981,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 8,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,496 ,  Design Load: HS 20,  Features Intersected: VACANT LAND,  Facility Carried by Structure: SIXTH AV TO HOOSK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 92.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $286,000 ( 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: 107086E,  Location: CITY OF TROY (Lat: 42.739611,  Lng: -73.685947),  Route carried "on" structure: State highway 787,  Year Built: 1981,  Status: Open,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 55,542 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,018 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 4, 5TH AVENUE, 6 th
Minimum Vertical Clearance: 6.52m (21.39ft),  Kilometerpoint: 0.319,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 63.3m (207.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.0m,  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 86.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.05m (114.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $9,016,000,  Roadway Improvement Cost: $5,230,000,  Total Project Cost: $14,246,000 ( 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: 107086F,  Location: CITY OF TROY (Lat: 42.739781,  Lng: -73.683547),  Route carried "on" structure: Ramp City street ,  Year Built: 1981,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 3,840 (year 1981),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,038 (year 2001),  Design Load: HS 20,  Features Intersected: CDTA PARKING LOT,  Facility Carried by Structure: HOOSICK ST/6TH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 99.5 metric tons,  Inventory Rating: 32.6 metric tons,  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: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $9,016,000,  Roadway Improvement Cost: $5,230,000,  Total Project Cost: $14,246,000 ( 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: 200017,  Location: 1.2 MI.N.JCT SH 378 & US4 (Lat: 42.720200,  Lng: -73.691494),  Route carried "on" structure: US ,  Year Built: 1886,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 14,327 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,565 (year 2013),  Design Load: HS 20,  Features Intersected: POESTEN KILL,  Facility Carried by Structure: County highway 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 325.066,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,555,000,  Roadway Improvement Cost: $925,000,  Total Project Cost: $2,480,000 ( 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: 200093,  Location: VANDENBURGH AVE TROY SO (Lat: 42.703956,  Lng: -73.688717),  Route carried "on" structure: US 4,  Year Built: 1934,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 11,593 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,213 (year 2019),  Features Intersected: WYNANTS KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.041,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.1 metric tons,  Inventory Rating: 27.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,149,000,  Roadway Improvement Cost: $684,000,  Total Project Cost: $1,833,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200094,  Location: 1.2 MI N JCT SH378 & US4 (Lat: 42.719653,  Lng: -73.691611),  Route carried "on" structure: US ,  Year Built: 1875,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 14,327 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,565 (year 2013),  Design Load: HS 25,  Features Intersected: POESTEN KILL,  Facility Carried by Structure: U.S.4 SOUTHBOUND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 323.473,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,029,000,  Roadway Improvement Cost: $612,000,  Total Project Cost: $1,641,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 202465,  Location: CITY OF TROY WINTER ST. (Lat: 42.701639,  Lng: -73.656731),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 6,782 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,735 (year 2019),  Design Load: HS 20,  Features Intersected: WYNANTS KILL,  Facility Carried by Structure: WINTER ST -CR 405
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,888,000,  Roadway Improvement Cost: $1,123,000,  Total Project Cost: $3,011,000 ( 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: 202466,  Location: 0.1 MI S JCT 66 & 2 (Lat: 42.721672,  Lng: -73.675372),  Route carried "on" structure: City street 66,  Year Built: 1875,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 11,263 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,507 (year 2024),  Design Load: HS 20,  Features Intersected: POESTEN KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 83.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,043,000,  Roadway Improvement Cost: $621,000,  Total Project Cost: $1,664,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220229,  Location: JCT CAMPBEL AV&WYNANTSKIL (Lat: 42.708061,  Lng: -73.675700),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 11,380 (year 1997),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,657 (year 2017),  Design Load: HS 20,  Features Intersected: WYNANTS KILL,  Facility Carried by Structure: CAMPBELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,146,000,  Roadway Improvement Cost: $681,000,  Total Project Cost: $1,827,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220233,  Location: FIRST ST IN TROY SOUTH (Lat: 42.720347,  Lng: -73.695344),  Route carried "on" structure: City street ,  Year Built: 1900,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 3,589 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,183 (year 2017),  Features Intersected: POESTEN KILL,  Facility Carried by Structure: FIRST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 46.7 metric tons,  Inventory Rating: 19.5 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $972,000,  Roadway Improvement Cost: $578,000,  Total Project Cost: $1,550,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220234,  Location: SECOND ST- CITY OF TROY (Lat: 42.720181,  Lng: -73.694075),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 2,870 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,145 (year 2017),  Design Load: HS 20,  Features Intersected: POESTEN KILL,  Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 62.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.37m (7.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $972,000,  Roadway Improvement Cost: $578,000,  Total Project Cost: $1,550,000 ( 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: 220237,  Location: SPRING AVE CITY OF TROY (Lat: 42.719378,  Lng: -73.684858),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 5,461 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,886 (year 2017),  Features Intersected: POESTEN KILL,  Facility Carried by Structure: SPRING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $1,823,000,  Roadway Improvement Cost: $1,090,000,  Total Project Cost: $2,913,000 ( Estimate for 2007),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220246,  Location: CITY OF TROY (Lat: 42.753236,  Lng: -73.676689),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 131 ,  Features Intersected: EX-BOS & MAINE RR,  Facility Carried by Structure: OAKWOOD CEMETERY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft)

Condition: Culverts: Good,  Operating Rating: 85.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $121,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 105432,  Location: JCT.1ST&2ND STE FERRY ST. (Lat: 42.727886,  Lng: -73.692953),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 30,000 (year 1978),  Truck Traffic: 7%,  Features Intersected: FERRY ST RT 2 EB,  Facility Carried by Structure: FIRST & SECOND ST
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 1.609,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 107086C,  Location: CITY OF TROY (Lat: 42.739969,  Lng: -73.685828),  Route carried "under" structure: US 4,  Year Built: 1981,  Structure Length: 33.28m (109.19ft),  Average Daily Traffic: 9,123 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 4, FIFTH AVENUE, SIX,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 5.857,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.0m (219.8ft)

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Structure Number: 107086C,  Location: CITY OF TROY (Lat: 42.739969,  Lng: -73.685828),  Route carried "under" structure: City street ,  Year Built: 1981,  Structure Length: 33.28m (109.19ft),  Average Daily Traffic: 4,100 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 4, FIFTH AVENUE, SIX,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 12.99m (42.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.0m (219.8ft)

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Structure Number: 107086E,  Location: CITY OF TROY (Lat: 42.739611,  Lng: -73.685947),  Route carried "under" structure: US 4,  Year Built: 1981,  Structure Length: 35.05m (114.99ft),  Average Daily Traffic: 9,123 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 4, 5TH AVENUE, 6 th,  Facility Carried by Structure: RTE I787
Minimum Vertical Clearance: 12.99m (42.62ft),  Kilometerpoint: 5.825,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.3m (207.7ft)

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Structure Number: 226606,  Location: 0.7 MI S OF HOOSICK ST (Lat: 42.729442,  Lng: -73.677597),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 9,100 (year 1978),  Truck Traffic: 7%,  Features Intersected: 15th Street,  Facility Carried by Structure: PEDES.BR.AT RPI
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.623,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.4m (99.7ft)