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

Find on map >>

Structure Number: 102241,  Location: 4.3 MI N JCT SH32 & SH143 (Lat: 42.563522,  Lng: -73.929917),  Route carried "on" structure: State highway 32,  Year Built: 1931,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 4,347 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,589 (year 2027),  Design Load: HS 20,  Features Intersected: ONESQUETHAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.655,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $670,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 102528,  Location: RTE 443 IN CLARKSVILLE (Lat: 42.575336,  Lng: -73.973192),  Route carried "on" structure: State highway 443,  Year Built: 2000,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 2,374 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,052 (year 2027),  Design Load: HS 25,  Features Intersected: ONESQUETHAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.002,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  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: 12.5m (41.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 1.35m (4.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $656,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,090,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 103263,  Location: .1 MI E Jct NY85 + NY443 (Lat: 42.592969,  Lng: -73.985806),  Route carried "on" structure: State highway 85,  Year Built: 2003,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 2,859 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,676 (year 2026),  Design Load: HS 25,  Features Intersected: Onesquethaw Cre
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.002,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.35m (4.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $656,000,  Roadway Improvement Cost: $434,000,  Total Project Cost: $1,090,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 103862,  Location: 0.5 MI N JCT RT 85A & 155 (Lat: 42.655631,  Lng: -73.917475),  Route carried "on" structure: State highway 155,  Year Built: 1932,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 9,751 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,559 (year 2027),  Design Load: HS 20,  Features Intersected: VLYCREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.926,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,163,000,  Roadway Improvement Cost: $692,000,  Total Project Cost: $1,855,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 220014,  Location: 2.1 MI NW OF CLARKSVILLE (Lat: 42.599944,  Lng: -73.990306),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 249 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 327 (year 2017),  Design Load: HS 20,  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: WOLF HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 50.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $164,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 330127,  Location: 3 MI E OF VOORHEESVILLE (Lat: 42.663700,  Lng: -73.882414),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 3,265 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,715 (year 2026),  Design Load: HS 20,  Features Intersected: NORMANSKILL CREEK,  Facility Carried by Structure: KRUMKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Bridge Improvement Cost: $783,000,  Roadway Improvement Cost: $465,000,  Total Project Cost: $1,248,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 330128,  Location: .5 MI E OF VOORHEESVILLE (Lat: 42.658322,  Lng: -73.908406),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 2,500 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,610 ,  Design Load: HS 25,  Features Intersected: VLY CREEK,  Facility Carried by Structure: COUNTY ROAD 306
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $783,000,  Roadway Improvement Cost: $465,000,  Total Project Cost: $1,248,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 330129,  Location: 1.3MI NE OF VOORHEESVILLE (Lat: 42.667128,  Lng: -73.896403),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 5,163 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,456 (year 2021),  Design Load: HS 25,  Features Intersected: NORMANSKILL CRK,  Facility Carried by Structure: JOHNSTON RD CR203
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: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.8m (156.8ft),  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: Satisfactory,  Operating Rating: 88.9 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $783,000,  Roadway Improvement Cost: $465,000,  Total Project Cost: $1,248,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 33013,  Location: 1.7 MI S OF FEURA BUSH (Lat: 42.552972,  Lng: -73.888736),  Route carried "on" structure: City street ,  Year Built: 1882,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 218 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 286 (year 2020),  Design Load: HS 20,  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: ROWE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Bridge Improvement Cost: $783,000,  Roadway Improvement Cost: $465,000,  Total Project Cost: $1,248,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 330131,  Location: 2 MI SW OF FEURA BUSH (Lat: 42.557044,  Lng: -73.909969),  Route carried "on" structure: City street ,  Year Built: 1886,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 150 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 197 (year 2017),  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: ONESQUETHAW CK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 72.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Critical Feature Inspection Date: April 2007,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $188,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 330132,  Location: VILLAGE OF CLARKSVILLE (Lat: 42.575036,  Lng: -73.972269),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,968 ,  Design Load: HS 25,  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: CLARKSVILLE SO RD
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),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $188,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>

Structure Number: 330133,  Location: VILLAGE OF CLARKSVILLE (Lat: 42.573717,  Lng: -73.959911),  Route carried "on" structure: County highway ,  Year Built: 1931,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 613 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 788 (year 2020),  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: COUNTY ROAD 301
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 60.0 metric tons,  Inventory Rating: 25.1 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $643,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 330134,  Location: 1.4 MI SE OF CLARKSVILLE (Lat: 42.568906,  Lng: -73.937378),  Route carried "on" structure: City street ,  Year Built: 1898,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 50 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 66 (year 2017),  Design Load: HS 20,  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: OLD PLANK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $643,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 330135,  Location: 1.7 MI SE OF CLARKSVILLE (Lat: 42.567447,  Lng: -73.933100),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 98 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 129 (year 2020),  Design Load: HS 20,  Features Intersected: ONESQUETHAW CREEK,  Facility Carried by Structure: GROESBECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 78.6 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $403,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $643,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 552423,  Location: 0.8 MI NW JCT RT 443 (Lat: 42.608792,  Lng: -73.892236),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 131 ,  Design Load: HS 20+Mod,  Features Intersected: VLOMAN KILL,  Facility Carried by Structure: GAME FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,881,000,  Roadway Improvement Cost: $1,119,000,  Total Project Cost: $3,000,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 703264,  Location: 0.7 MI W JCT RTS 85 & 85A (Lat: 42.628744,  Lng: -73.913464),  Route carried "under" structure: State highway 85,  Year Built: 1951,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 3,119 (year 2006),  Truck Traffic: 6%,  Features Intersected: RTE 85,  Facility Carried by Structure: CSX TRANSPORT
Minimum Vertical Clearance: 4.16m (13.65ft),  Kilometerpoint: 2.938,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>

Structure Number: 703861,  Location: .3 MI N JCT SH85A & SH155 (Lat: 42.652272,  Lng: -73.919372),  Route carried "under" structure: State highway 155,  Year Built: 1934,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 9,751 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 155,  Facility Carried by Structure: EX- D&H RAILWAY
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.418,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 11.5m (37.7ft)