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

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Structure Number: 1005679,  Location: JCT RTE 9 & I87 (Lat: 43.235611,  Lng: -73.692244),  Route carried "on" structure: US 9,  Year Built: 1960,  Status: Open,  Structure Length: 11.39m (37.37ft),  Average Daily Traffic: 19,653 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,095 (year 2025),  Design Load: H 20,  Features Intersected: RTE I87
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.125,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  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: Meets minimum limits,  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: 11.39m (37.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $7,719,000,  Roadway Improvement Cost: $4,478,000,  Total Project Cost: $12,197,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103341,  Location: 1.2 M S JCT I87 & RTE 9 (Lat: 43.217769,  Lng: -73.692294),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 10.05m (32.97ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 656 ,  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: OLD WEST 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: 9.7m (31.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.05m (32.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,330,000,  Roadway Improvement Cost: $1,352,000,  Total Project Cost: $3,682,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103342,  Location: 0.45 M N JCT I87 & RTE 9 (Lat: 43.242114,  Lng: -73.692167),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 869 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,140 (year 2023),  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: SPIER FALLS 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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 4.32m (14.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $595,000,  Total Project Cost: $1,595,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103343,  Location: .4 MI S JCT I87 & HUD RVR (Lat: 43.259078,  Lng: -73.678942),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 656 ,  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: BUTLER 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: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.77m (25.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,795,000,  Roadway Improvement Cost: $1,068,000,  Total Project Cost: $2,863,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1033441,  Location: IN MOREAU (Lat: 43.263508,  Lng: -73.676633),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 19,328 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,281 (year 2026),  Design Load: HS 25,  Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.519,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 67.0m (219.8ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.25m (73.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Underwater Inspection Date: May 2004,  Bridge Improvement Cost: $1,795,000,  Roadway Improvement Cost: $1,068,000,  Total Project Cost: $2,863,000 ( 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: 1033442,  Location: IN MOREAU (Lat: 43.263389,  Lng: -73.676400),  Route carried "on" structure: Interstate 87,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 22.37m (73.39ft),  Average Daily Traffic: 19,328 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,281 (year 2026),  Design Load: HS 25,  Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.519,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 67.0m (219.8ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.37m (73.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Underwater Inspection Date: May 2004,  Bridge Improvement Cost: $1,795,000,  Roadway Improvement Cost: $1,068,000,  Total Project Cost: $2,863,000 ( 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: 103984,  Location: JCT SH 197 & HUDSON RIVER (Lat: 43.264881,  Lng: -73.589761),  Route carried "on" structure: State highway 197,  Year Built: 1963,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 15.63m (51.28ft),  Average Daily Traffic: 11,282 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,832 (year 2026),  Design Load: H 20,  Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 88.0 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.63m (51.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $3,406,000,  Roadway Improvement Cost: $1,976,000,  Total Project Cost: $5,382,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109585,  Location: .2 MI N OF I87 EXIT 17 (Lat: 43.242131,  Lng: -73.691403),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 738 (year 1985),  Truck Traffic: 5%,  Average Future Daily Traffic: 968 (year 2005),  Design Load: H 20,  Features Intersected: RTE I87,  Facility Carried by Structure: SPIER FALLS 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: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,035,000,  Roadway Improvement Cost: $615,000,  Total Project Cost: $1,650,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 330413,  Location: 2.8 MI SE JCT SH 197 & 32 (Lat: 43.224806,  Lng: -73.608547),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 450 (year 1977),  Truck Traffic: 5%,  Average Future Daily Traffic: 590 (year 1997),  Design Load: HS 25,  Features Intersected: SNOOK KILL,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $434,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330414,  Location: 4 MI.NE GANSEVOORT (Lat: 43.230675,  Lng: -73.593258),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 336 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 441 (year 2027),  Design Load: HS 20,  Features Intersected: SNOOK KILL,  Facility Carried by Structure: CR29 RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 87.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $434,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 330447,  Location: 2.9 MI NE INT NY50,NY32 (Lat: 43.212850,  Lng: -73.613228),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 80 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 105 ,  Design Load: H 20,  Features Intersected: SNOOK KILL,  Facility Carried by Structure: MOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,801,000,  Roadway Improvement Cost: $1,071,000,  Total Project Cost: $2,872,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336829,  Location: .25 MI W OF HUDSON FALLS (Lat: 43.297478,  Lng: -73.589681),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 31.72m (104.07ft),  Average Daily Traffic: 6,328 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,150 (year 2027),  Design Load: HS 20,  Features Intersected: HUDSON RIVER,  Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 54.8m (179.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.72m (104.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2003,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $273,000 ( 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: 1005679,  Location: JCT RTE 9 & I87 (Lat: 43.235611,  Lng: -73.692244),  Route carried "under" structure: Interstate 87,  Year Built: 1960,  Structure Length: 11.39m (37.37ft),  Average Daily Traffic: 38,656 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 16.364,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 103341,  Location: 1.2 M S JCT I87 & RTE 9 (Lat: 43.217769,  Lng: -73.692294),  Route carried "under" structure: Interstate 87,  Year Built: 1962,  Structure Length: 10.05m (32.97ft),  Average Daily Traffic: 49,443 (year 2007),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: OLD WEST ROAD
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 14.384,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 103342,  Location: 0.45 M N JCT I87 & RTE 9 (Lat: 43.242114,  Lng: -73.692167),  Route carried "under" structure: Interstate 87,  Year Built: 1960,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 38,656 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: SPIER FALLS ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 17.071,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 103343,  Location: .4 MI S JCT I87 & HUD RVR (Lat: 43.259078,  Lng: -73.678942),  Route carried "under" structure: Interstate 87,  Year Built: 1960,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 38,656 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: BUTLER ROAD
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 19.228,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 109585,  Location: .2 MI N OF I87 EXIT 17 (Lat: 43.242131,  Lng: -73.691403),  Route carried "under" structure: Interstate 87,  Year Built: 1960,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 38,656 (year 2006),  Truck Traffic: 8%,  Features Intersected: RTE I87,  Facility Carried by Structure: SPIER FALLS ROAD
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 17.088,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)