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Bridge Statistics for Fort Knox, Kentucky (KY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 23
Total length: 79 meters (259ft)
Total costs: $981,000
Total average daily traffic: 3,107
Total average daily truck traffic: 644
Total future (year 2033) average daily traffic: 4,617
National Bridge Inventory (NBI) Registered Bridges for Fort Knox
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New bridges - Historical Statistics

  • Before 1900: 1
  • 1900-1909: 0
  • 1910-1919: 0
  • 1920-1929: 1
  • 1930-1939: 1
  • 1940-1949: 1
  • 1950-1959: 4
  • 1960-1969: 0
  • 1970-1979: 2
  • 1980-1989: 0
  • 1990-1999: 8
  • 2000-2009: 4
  • 2010-2012: 1

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1
  • 2000-2009: 2

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: DAPTRAKNO0BDG,  Location: 1.0 KM N. OF MAIN RANGE R (Lat: 37.915833,  Lng: -85.900528),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2033),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: PORTER RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 90.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $7,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG01,  Location: 2.0 KM N. OF LNGSTRT RANG (Lat: 37.992233,  Lng: -85.922192),  Route carried "on" structure: Other road ,  Year Built: 1993,  Status: Open,  Structure Length: 16.52m (54.20ft),  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2033),  Design Load: HS 25,  Features Intersected: SALT RIVER,  Facility Carried by Structure: MAIN RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 97.0 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 minimum criteria,  Length Of Structure Improvement: 20.00m (65.62ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 11,  Underwater Inspection Date: August 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $17,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG02,  Location: 0.3 KM S OF PORTER RVR RD (Lat: 37.906944,  Lng: -85.904167),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 80 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 150 (year 2033),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: MAIN RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 90.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 6.67m (21.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $37,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG03,  Location: 1.6 KM W OF MAIN RANGE RD (Lat: 37.883467,  Lng: -85.914167),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 30 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 50 (year 2033),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: POORMAN RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $10,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG04,  Location: 0.6 KM S OF STEELS RNG RD (Lat: 37.857222,  Lng: -85.914444),  Route carried "on" structure: Other road ,  Year Built: 1959,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 80 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2033),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: MAIN RANGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $652,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAKNO0BDG05,  Location: 1.5 KM E OF MAIN RANGE RD (Lat: 37.854167,  Lng: -85.901667),  Route carried "on" structure: Other road ,  Year Built: 1953,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 30 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 50 (year 2033),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: BRUMFIELD RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  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: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $7,000,  Total Project Cost: $7,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG06,  Location: 1.7 KM E OF MAIN RANGE RD (Lat: 37.855278,  Lng: -85.900278),  Route carried "on" structure: Other road ,  Year Built: 2008,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 20 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 50 (year 2033),  Features Intersected: TRIBUTARY TO MILL CREEK,  Facility Carried by Structure: BRUMFIELD RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.6m (18.4ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $5,000,  Total Project Cost: $5,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG07,  Location: 1 KM E. OF S. BOUNDARY RD (Lat: 37.827778,  Lng: -85.894167),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 80 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 150 (year 2033),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: 7TH ARMORED DIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $11,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG08,  Location: FT. KNOX (Lat: 37.816133,  Lng: -85.828817),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 20 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 50 (year 2033),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: 745TH TANK BTLN WY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Inventory Rating: 47.0 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $6,000,  Total Project Cost: $6,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAKNO0BDG09,  Location: 2 KM E. OF S. BOUNDARY RD (Lat: 37.804944,  Lng: -85.887333),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 1.76m (5.77ft),  Average Daily Traffic: 20 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 50 (year 2033),  Features Intersected: MILL CREEK,  Facility Carried by Structure: 745TH TANK BTLN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.46m (8.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $3,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG1,  Location: 1 KM W. OF MAIN RANGE RD (Lat: 37.862836,  Lng: -85.924731),  Route carried "on" structure: Other road ,  Year Built: 1959,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 30 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2033),  Design Load: HS 25,  Features Intersected: MILL CREEK,  Facility Carried by Structure: STEELES RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $2,000,  Total Project Cost: $2,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAKNO0BDG12,  Location: 0.2 KM S OF PINWHEEL RD (Lat: 37.915417,  Lng: -86.029839),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 100 (year 2033),  Design Load: HS 25,  Features Intersected: OTTER CREEK,  Facility Carried by Structure: TWIN BRIDGES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.0 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 minimum criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $10,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAKNO0BDG13,  Location: 1.6 KM N OF VINE GROVE RD (Lat: 37.876133,  Lng: -85.999539),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 50 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 50 (year 2033),  Design Load: HS 25,  Features Intersected: DRY BRANCH,  Facility Carried by Structure: PINWHEEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  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 minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $3,000,  Total Project Cost: $3,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG14,  Location: 0.7 KM E OF US 31W (Lat: 37.923806,  Lng: -85.979578),  Route carried "on" structure: Other road ,  Year Built: 1998,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,500 (year 2033),  Design Load: HS 25,  Features Intersected: P&L RAILROAD,  Facility Carried by Structure: BRANDENBURG STA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $7,000,  Total Project Cost: $7,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG15,  Location: 3.5 KM N. OF CHAFFEE AVE. (Lat: 37.922161,  Lng: -85.988044),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 400 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 700 (year 2033),  Design Load: HS 25,  Features Intersected: US 31W,  Facility Carried by Structure: BRANDENBURG STA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: Army,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.69m (21.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: DAPTRAKNO0BDG18,  Location: 1.3 KM S. OF US 31 W (Lat: 37.968611,  Lng: -85.962556),  Route carried "on" structure: Other road ,  Year Built: 1920,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 200 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 800 (year 2033),  Design Load: H 10,  Features Intersected: ABRAHAMS RUN,  Facility Carried by Structure: RAILWAY TRESTLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.4 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $4,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAKNO0BDG19,  Location: 150 M W OF BRANDENBURG ST (Lat: 37.903261,  Lng: -85.960167),  Route carried "on" structure: Other road ,  Year Built: 1939,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 100 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 165 (year 2033),  Design Load: H 10,  Features Intersected: EISENHOWER AVE.,  Facility Carried by Structure: BULLION BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 32.4 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $28,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPTRAKNO0BDG2,  Location: SE OF CHAFFEE/US 31W INT (Lat: 37.893028,  Lng: -85.972111),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 5 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 8 (year 2033),  Features Intersected: DRY BRANCH,  Facility Carried by Structure: 701 TANK DST BN RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $8,000,  Total Project Cost: $8,000 ( Estimate for 2011)
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Structure Number: DAPTRAKNO0BDG23,  Location: 3.4 KM N OF KELLY RD (Lat: 37.842222,  Lng: -85.776667),  Route carried "on" structure: Other road ,  Year Built: 1990,  Status: Open,  Structure Length: 12.96m (42.52ft),  Average Daily Traffic: 6 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 20 (year 2033),  Design Load: HS 20,  Features Intersected: ROLLING FORK RIVER,  Facility Carried by Structure: YANO RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel continuous,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.00m (49.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $98,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: DAPTRAKNO0BDG45,  Location: 2.7 KM N OF BAKER ROAD (Lat: 37.959444,  Lng: -85.956667),  Route carried "on" structure: Other road ,  Year Built: 1840,  Year Reconstructed: 1945,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1 (year 2011),  Average Future Daily Traffic: 4 (year 2033),  Features Intersected: TRIBUTARY TO TIOGA CREEK,  Facility Carried by Structure: OLD KT T-PIKE HIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $28,000 ( Estimate for 2011)
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Structure Number: DAPTRAKNO0BDG48,  Location: 32 M S OF CHAFFEE AVE (Lat: 37.892050,  Lng: -85.975383),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2011),  Average Future Daily Traffic: 100 (year 2033),  Features Intersected: DRY BRANCH,  Facility Carried by Structure: US 31 S-BOUND RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.51m (11.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2011)
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Structure Number: DAPTRAKNO0BDG49,  Location: 38 M S OF CHAFFEE AVE (Lat: 37.891900,  Lng: -85.976183),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2011),  Average Future Daily Traffic: 200 (year 2033),  Features Intersected: DRY BRANCH,  Facility Carried by Structure: 8TH ARMORED DIV RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $10,000 ( Estimate for 2011)
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Structure Number: DAPTRAKNO0BDG5,  Location: 1.2 KM W OF STATE HWY 385 (Lat: 37.967778,  Lng: -85.974167),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5 (year 2011),  Average Future Daily Traffic: 20 (year 2033),  Features Intersected: TIOGA CEEK,  Facility Carried by Structure: RAILWAY TRESTLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 13.5 metric tons,  Inventory Rating: 13.5 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $26,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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