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

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Structure Number: 100289,  Location: 58MI E JCT RTS 162+5S (Lat: 42.923794,  Lng: -74.423056),  Route carried "on" structure: State highway 5S,  Year Built: 1954,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,952 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,389 (year 2026),  Design Load: HS 20,  Features Intersected: VAN WIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.656,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 76.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $439,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100291,  Location: 2.9 MI E JCT RTS 5S & 30A (Lat: 42.930297,  Lng: -74.316756),  Route carried "on" structure: State highway 5S,  Year Built: 1964,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,010 (year 2026),  Design Load: HS 20,  Features Intersected: AURIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.969,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.3m (161.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $439,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100294,  Location: 5.1 MI E JCT SH5S & SH30A (Lat: 42.937042,  Lng: -74.280708),  Route carried "on" structure: State highway 5S,  Year Built: 1929,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 16.24m (53.28ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,010 (year 2026),  Design Load: HS 20,  Features Intersected: SCHOHARIE CREEK
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 44.972,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.24m (53.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Critical Feature Inspection Date: December 2006,  Bridge Improvement Cost: $2,601,000,  Roadway Improvement Cost: $1,509,000,  Total Project Cost: $4,110,000 ( 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: 10214,  Location: 1 MI N JCT NY 30A &NY 161 (Lat: 42.908294,  Lng: -74.350417),  Route carried "on" structure: State highway 30A,  Year Built: 1928,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 2,483 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,094 (year 2027),  Design Load: HS 20,  Features Intersected: AURIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.940,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Critical Feature Inspection Date: October 2006,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $727,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103882,  Location: 3.3 MI E JCT RTS 30A& 161 (Lat: 42.887053,  Lng: -74.277767),  Route carried "on" structure: State highway 161,  Year Built: 1997,  Status: Open,  Structure Length: 14.17m (46.49ft),  Average Daily Traffic: 1,791 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,208 (year 2026),  Design Load: HS 25,  Features Intersected: SCHOHARIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.883,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.17m (46.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $268,000 ( 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: 109424,  Location: 33MI E JCT RTS 30A+5S (Lat: 42.929231,  Lng: -74.310756),  Route carried "on" structure: State highway 5S,  Year Built: 1929,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,010 (year 2026),  Features Intersected: RAVINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.313,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 49.6 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $242,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330996,  Location: 3.2 MI SW OF FULTONVILLE (Lat: 42.923742,  Lng: -74.419517),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 73 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 91 (year 2019),  Features Intersected: VAN WIE CREEK,  Facility Carried by Structure: DILLENBECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 66.5 metric tons,  Inventory Rating: 28.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $182,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330998,  Location: 2.0 MI SW OF GLEN (Lat: 42.879436,  Lng: -74.381758),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 112 (year 1973),  Truck Traffic: 6%,  Average Future Daily Traffic: 138 (year 1993),  Design Load: HS 25,  Features Intersected: AURIES CREEK,  Facility Carried by Structure: COUNTY ROAD 110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $182,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 330999,  Location: 2 MI SW VILLAGE OF GLEN (Lat: 42.881767,  Lng: -74.380583),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 130 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 161 (year 2021),  Features Intersected: AURIES CREEK,  Facility Carried by Structure: HALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 9.4m (30.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Poor,  Operating Rating: 65.8 metric tons,  Inventory Rating: 28.1 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $182,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331,  Location: 1.5 MILES WEST OF GLEN (Lat: 42.886650,  Lng: -74.371361),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 371 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 457 (year 2017),  Design Load: HS 25,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: COUNTY ROAD 110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 63.5 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $442,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $705,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 331001,  Location: .7 MILE NW OF GLEN (Lat: 42.898594,  Lng: -74.355850),  Route carried "on" structure: County highway ,  Year Built: 1923,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 195 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 240 (year 2022),  Features Intersected: AURIES CREEK,  Facility Carried by Structure: COUNTY ROAD 118
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $442,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $705,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331006,  Location: 2.0 MI W OF GLEN (Lat: 42.884181,  Lng: -74.295042),  Route carried "on" structure: City street ,  Year Built: 1938,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 165 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 205 (year 2019),  Features Intersected: IRISH CREEK,  Facility Carried by Structure: ROUND BARN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $168,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331012,  Location: 5.8 MI SW OF FULTONVILLE (Lat: 42.884500,  Lng: -74.279881),  Route carried "on" structure: County highway ,  Year Built: 1910,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 169 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 208 (year 2017),  Features Intersected: IRISH CREEK,  Facility Carried by Structure: COUNTY ROAD 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.0 metric tons,  Inventory Rating: 22.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $266,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5002939,  Location: 0.6 MI E JCT RTS 5S & 288 (Lat: 42.931028,  Lng: -74.288294),  Route carried "on" structure: Interstate 90,  Year Built: 1953,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 24,244 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,203 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 5S, OLD RR (BIKE/PED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.161,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 33.6m (110.2ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.24m (33.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $7,614,000,  Roadway Improvement Cost: $4,417,000,  Total Project Cost: $12,031,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5515869,  Location: 90IX OVER SCHOHARIE CR (Lat: 42.931778,  Lng: -74.278419),  Route carried "on" structure: Interstate 90,  Year Built: 1988,  Status: Open,  Structure Length: 21.94m (71.98ft),  Average Daily Traffic: 24,295 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 41,289 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SCHOHARIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.908,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 61.6m (202.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.94m (71.98ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2006,  Underwater Inspection Date: August 1994,  Bridge Improvement Cost: $1,133,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $1,803,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551587,  Location: 1 MI SW OF FORT HUNTER (Lat: 42.932122,  Lng: -74.315489),  Route carried "on" structure: Interstate 90,  Year Built: 1991,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 24,295 (year 2006),  Truck Traffic: 29%,  Average Future Daily Traffic: 41,289 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: AURIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.916,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.0m, Horizontal Clearance: 0.0m),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,133,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $1,803,000 ( 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: 551588,  Location: 1.2 MI SE OF FULTONVILLE (Lat: 42.940844,  Lng: -74.342797),  Route carried "on" structure: Other road 920P,  Year Built: 1955,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 1,199 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,467 (year 2025),  Design Load: HS 25,  Features Intersected: RTE I90, Bike Path, CR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.043,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.53m (41.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,133,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $1,803,000 ( 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: 551589,  Location: EXIT 28 OF I90 (Lat: 42.944867,  Lng: -74.359694),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,700 (year 2020),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: FULTONVILLE INT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,780,000,  Roadway Improvement Cost: $1,059,000,  Total Project Cost: $2,839,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 55159,  Location: 1.5 MI NE OF RANDALL (Lat: 42.926731,  Lng: -74.423972),  Route carried "on" structure: Interstate 90,  Year Built: 1955,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 23,774 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 40,404 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: VAN WIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.980,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 79.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  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: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $866,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $1,381,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5002939,  Location: 0.6 MI E JCT RTS 5S & 288 (Lat: 42.931028,  Lng: -74.288294),  Route carried "under" structure: State highway 5S,  Year Built: 1953,  Structure Length: 10.24m (33.60ft),  Average Daily Traffic: 3,277 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 5S, OLD RR (BIKE/PED,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 44.151,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 551588,  Location: 1.2 MI SE OF FULTONVILLE (Lat: 42.940844,  Lng: -74.342797),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 12.53m (41.11ft),  Average Daily Traffic: 24,244 (year 2007),  Features Intersected: RTE I90, Bike Path, CR 1,  Facility Carried by Structure: RTE 920P
Minimum Vertical Clearance: 10.06m (33.01ft),  Kilometerpoint: 40.305,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 551589,  Location: EXIT 28 OF I90 (Lat: 42.944867,  Lng: -74.359694),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 24,244 (year 2007),  Features Intersected: RTE I90,  Facility Carried by Structure: FULTONVILLE INT.
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 39.861,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)