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Bridge Statistics for Fort Knox, Kentucky (KY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Fort Knox, KY, Kentucky, Kentucky forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 76 meters (249ft) Total costs: $3,286,000 Total average daily traffic: 2,068 Total average daily truck traffic: 465 Total future (year 2029) average daily traffic: 4,283 National Bridge Inventory (NBI) Registered Bridges for Fort Knox
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: DAPTRAKNO0BDG, Location: 1.0 KM N. OF MAIN RANGE R (Lat: 37.915833, Lng: -85.900278), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2029), 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: Very 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: Better than present minimum criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: DAPTRAKNO0BDG01, Location: 2.0 KM N. OF LNGSTRT RANG (Lat: 37.992222, Lng: -85.922222), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2029), 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: Better than present minimum criteria, Length Of Structure Improvement: 20.00m (65.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $16,000, Total Project Cost: $26,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
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 2007), Truck Traffic: 25%, Average Future Daily Traffic: 150 (year 2029), 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: Meets minimum limits, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Roadway Improvement Cost: $3,000, Total Project Cost: $3,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: DAPTRAKNO0BDG03, Location: 1.6 KM W OF MAIN RANGE RD (Lat: 37.843611, Lng: -85.776944), Route carried "on" structure: Other road , Year Built: 1959, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 30 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2029), Design Load: HS 25, Features Intersected: MILL CREEK, Facility Carried by Structure: POORMANS 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: 9.8m (32.2ft), 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: 6.4m (21.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.0 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: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $16,000, Total Project Cost: $633,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2007), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2029), 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: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $23,000, Total Project Cost: $405,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 30 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2029), 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: 10.4m (34.1ft), 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: Serious, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $16,000, Total Project Cost: $497,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 1953, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2029), Design Load: H 10, 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), 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: 7.5m (24.6ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $22,000, Total Project Cost: $155,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2007), Truck Traffic: 25%, Average Future Daily Traffic: 150 (year 2029), 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $12,000, Total Project Cost: $13,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: DAPTRAKNO0BDG08, Location: FT. KNOX (Lat: 37.816133, Lng: -85.828817), Route carried "on" structure: Other road , Year Built: 1959, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2029), 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: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Fair, Culverts: Poor, Operating Rating: 47.0 metric tons, Inventory Rating: 47.0 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $60,000, Total Project Cost: $660,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 1959, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 50 (year 2029), Design Load: HS 20, Features Intersected: MILL 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: 5.6m (18.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), 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: 6.4m (21.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 47.0 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $13,000, Total Project Cost: $181,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPTRAKNO0BDG1, Location: 1 KM W. OF MAIN RANGE RD (Lat: 37.862778, Lng: -85.924444), 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 2007), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2029), 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: 9.5m (31.2ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.0 metric tons, Inventory Rating: 41.0 metric tons, 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: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Roadway Improvement Cost: $2,000, Total Project Cost: $2,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPTRAKNO0BDG12, Location: 0.2 KM S OF PINWHEEL RD (Lat: 37.915556, Lng: -86.029722), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2029), 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: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Superstructure: Very 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, 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: October 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $3,000, Total Project Cost: $5,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPTRAKNO0BDG13, Location: 1.6 KM N OF VINE GROVE RD (Lat: 37.876111, Lng: -85.999444), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 40 (year 2029), 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: 2, 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: Very good, Superstructure: Very 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: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $8,000, Total Project Cost: $9,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: DAPTRAKNO0BDG14, Location: 0.7 KM E OF US 31W (Lat: 37.923889, Lng: -85.979722), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 1,500 (year 2029), 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: 25.3m (83.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.00m (26.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Roadway Improvement Cost: $8,000, Total Project Cost: $8,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: DAPTRAKNO0BDG15, Location: 3.5 KM N. OF CHAFFEE AVE. (Lat: 37.921944, Lng: -85.988056), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 5.65m (18.54ft), Average Daily Traffic: 400 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 700 (year 2029), 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: 10.8m (35.4ft), 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: Very 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: 5.65m (18.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $2,000, Total Project Cost: $4,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: DAPTRAKNO0BDG18, Location: 1.3 KM S. OF US 31 W (Lat: 37.916667, Lng: -85.916667), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2029), 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: 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: 5.8m (19.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $16,000, Total Project Cost: $32,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPTRAKNO0BDG19, Location: 150 M W OF BRANDENBURG ST (Lat: 37.903333, Lng: -85.960000), Route carried "on" structure: Other road , Year Built: 1939, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 165 (year 2029), 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: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 15.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 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: 10.0 - 19.9% below), Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $34,000, Total Project Cost: $50,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: DAPTRAKNO0BDG2, Location: SE OF CHAFFEE/US 31W INT (Lat: 37.893028, Lng: -85.972111), Route carried "on" structure: Other road , Year Built: 1959, Year Reconstructed: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 8 (year 2029), 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: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $495,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: DAPTRAKNO0BDG23, Location: 3.4 KM N OF KELLY RD (Lat: 37.842222, Lng: -85.610000), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 12.96m (42.52ft), Average Daily Traffic: 6 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 20 (year 2029), 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: 4.5m (14.8ft), 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: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), 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: 12.96m (42.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $13,000, Total Project Cost: $106,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Discuss this city on our hugely popular Kentucky forum Back to: Fort Knox, KY, Kentucky, All US cities.
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