Bridge Statistics for Gordonsville, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 800A1610001,  Location: IN CITY OF GORDENSVILLE (Lat: 36.156950,  Lng: -85.924633),  Route carried "on" structure: City street 161,  Year Built: 1984,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 150 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 240 (year 2030),  Design Load: HS 20,  Features Intersected: AGEE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.905,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 80I00400017,  Location: IN SMITH CO (Lat: 36.176983,  Lng: -85.935467),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 31,950 (year 2009),  Truck Traffic: 31%,  Average Future Daily Traffic: 54,576 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.420,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2009,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 80I00400018,  Location: IN SMITH CO (Lat: 36.177250,  Lng: -85.935850),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 31,950 (year 2009),  Truck Traffic: 31%,  Average Future Daily Traffic: 54,576 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.420,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2009,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $343,000 ( Estimate for 2010),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 80I00400019,  Location: IN SMITH CO (Lat: 36.174050,  Lng: -85.921067),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 31,950 (year 2009),  Truck Traffic: 31%,  Average Future Daily Traffic: 54,576 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL & SR 264
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.723,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2009,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 80I0040002,  Location: IN SMITH CO (Lat: 36.174400,  Lng: -85.920483),  Route carried "on" structure: Interstate 40,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 31,950 (year 2009),  Truck Traffic: 31%,  Average Future Daily Traffic: 54,576 (year 2030),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL & SR 264
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.723,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2009,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 80SR0530005,  Location: IN GORDONSVILLE (Lat: 36.190750,  Lng: -85.953117),  Route carried "on" structure: State highway 53,  Year Built: 1969,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 11,370 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,104 (year 2030),  Design Load: HS 20,  Features Intersected: MULHERRIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.827,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 80I00400017,  Location: .8 MI E JCT I40 & SR 53 (Lat: 36.176983,  Lng: -85.935467),  Route carried "under" structure: City street 252,  Year Built: 1962,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 510 (year 2010),  Truck Traffic: 5%,  Features Intersected: I40/CSX RR& A252 HOGAN R,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 0.396,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 80I00400018,  Location: .8 MI E JCT I40 & SR 53 (Lat: 36.177250,  Lng: -85.935850),  Route carried "under" structure: City street 252,  Year Built: 1962,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 510 (year 2010),  Truck Traffic: 5%,  Features Intersected: I40/CSX RR& A252 HOGAN R,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 80I00400019,  Location: IN GORDONSVILLE (Lat: 36.174050,  Lng: -85.921067),  Route carried "under" structure: State highway 264,  Year Built: 1962,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 1,420 (year 2009),  Truck Traffic: 5%,  Features Intersected: I40 / SR 264 STONEWALL R,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 8.932,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 80I0040002,  Location: IN GORDONSVILLE (Lat: 36.174400,  Lng: -85.920483),  Route carried "under" structure: State highway 264,  Year Built: 1962,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 1,420 (year 2009),  Truck Traffic: 5%,  Features Intersected: I40 / SR 264 STONEWALL R,  Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 8.996,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)