Bridge Statistics for Livermore, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 302ft / 91.6mTotal length
- $9,105,000Total costs
- 47,016Total average daily traffic
- 5,718Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Livermore
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 51930-1939
- 21940-1949
- 41950-1959
- 21960-1969
- 21970-1979
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 10.0%Good
- 70.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 10.0%Good
- 50.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 60.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 33.3%Good
- 44.4%Satisfactory
- 16.7%Fair
- 5.6%Serious
- Bridge Condition - Culverts
- 62.5%Satisfactory
- 37.5%Fair
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Structure Number: 75B00005N, Location: .05 MI EAST OF JCT KY 798 (Lat: 37.547222, Lng: -87.165278), Route carried "on" structure: State highway 250, Year Built: 1941, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 620 (year 2019), Average Future Daily Traffic: 545 (year 2039), Design Load: H 15, Features Intersected: BR OF W FK BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 75B00005N, Location: .05 MI EAST OF JCT KY 798 (Lat: 37.547222, Lng: -87.165278), Route carried "on" structure: State highway 250, Year Built: 1941, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 620 (year 2019), Average Future Daily Traffic: 545 (year 2039), Design Load: H 15, Features Intersected: BR OF W FK BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 75B00007N, Location: .40 MI WEST OF JCT US 431 (Lat: 37.546389, Lng: -87.117500), Route carried "on" structure: State highway 250, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 545 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 479 (year 2038), Design Load: H 15, Features Intersected: BR OF BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 75B00007N, Location: .40 MI WEST OF JCT US 431 (Lat: 37.546389, Lng: -87.117500), Route carried "on" structure: State highway 250, Year Built: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 545 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 479 (year 2038), Design Load: H 15, Features Intersected: BR OF BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 75B00009N, Location: 1.0 MI EAST OF JCT KY 798 (Lat: 37.530278, Lng: -87.154444), Route carried "on" structure: State highway 136, Year Built: 1932, Status: Posted for load, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,367 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,202 (year 2039), Design Load: H 15, Features Intersected: WEST FORK BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $298,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 75B00009N, Location: 1.0 MI EAST OF JCT KY 798 (Lat: 37.530278, Lng: -87.154444), Route carried "on" structure: State highway 136, Year Built: 1932, Status: Posted for load, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 1,367 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,202 (year 2039), Design Load: H 15, Features Intersected: WEST FORK BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.848, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.36m (1.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $298,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 75B00010N, Location: 1.5 MI N.W. OF JCT US 431 (Lat: 37.508611, Lng: -87.140833), Route carried "on" structure: State highway 136, Year Built: 1932, Status: Posted for load, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 1,367 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,202 (year 2039), Design Load: H 15, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, 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: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $632,000, Total Project Cost: $632,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 75B00010N, Location: 1.5 MI N.W. OF JCT US 431 (Lat: 37.508611, Lng: -87.140833), Route carried "on" structure: State highway 136, Year Built: 1932, Status: Posted for load, Structure Length: 7.71m (25.30ft), Average Daily Traffic: 1,367 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 1,202 (year 2039), Design Load: H 15, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, 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: 0.77m (2.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $632,000, Total Project Cost: $632,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 75B00013N, Location: .20 MI SOU. OF JCT KY 250 (Lat: 37.542222, Lng: -87.108056), Route carried "on" structure: US 431, Year Built: 1926, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 6,309 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,236 (year 2039), Design Load: H 15, Features Intersected: BRANCH BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 75B00013N, Location: .20 MI SOU. OF JCT KY 250 (Lat: 37.542222, Lng: -87.108056), Route carried "on" structure: US 431, Year Built: 1926, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 6,309 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,236 (year 2039), Design Load: H 15, Features Intersected: BRANCH BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 75B00014N, Location: 1.0 MI NOR. OF JCT KY 136 (Lat: 37.507500, Lng: -87.118889), Route carried "on" structure: US 431, Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,309 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,236 (year 2039), Design Load: H 15, Features Intersected: BRANCH BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.449, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 75B00014N, Location: 1.0 MI NOR. OF JCT KY 136 (Lat: 37.507500, Lng: -87.118889), Route carried "on" structure: US 431, Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,309 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,236 (year 2039), Design Load: H 15, Features Intersected: BRANCH BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.449, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 75B00015N, Location: .60 MI SOU. OF JCT KY 250 (Lat: 37.535278, Lng: -87.108056), Route carried "on" structure: US 431, Year Built: 1968, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 6,309 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,236 (year 2039), Design Load: H 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 75B00015N, Location: .60 MI SOU. OF JCT KY 250 (Lat: 37.535278, Lng: -87.108056), Route carried "on" structure: US 431, Year Built: 1968, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 6,309 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 5,236 (year 2039), Design Load: H 20, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.703, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 75B00018N, Location: .50 MI SOU. OF JCT KY 136 (Lat: 37.484167, Lng: -87.134722), Route carried "on" structure: US 431, Year Built: 1939, Status: Posted for load, Structure Length: 50.11m (164.40ft), Average Daily Traffic: 5,657 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,695 (year 2040), Design Load: H 20, Features Intersected: GREEN RIVER & ROUGH RIVE
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 8.447, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 22.0m (72.2ft), Horizontal Clearance: 94.5m (310.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 14, Length of Maximum Span: 97.5m (319.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: 5.01m (16.44ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $6,658,000, Total Project Cost: $6,658,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 75B00018N, Location: .50 MI SOU. OF JCT KY 136 (Lat: 37.484167, Lng: -87.134722), Route carried "on" structure: US 431, Year Built: 1939, Status: Posted for load, Structure Length: 50.11m (164.40ft), Average Daily Traffic: 5,657 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,695 (year 2040), Design Load: H 20, Features Intersected: GREEN RIVER & ROUGH RIVE
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 8.447, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Navigation Control: Yes ( Vertical Clearance: 22.0m (72.2ft), Horizontal Clearance: 94.5m (310.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 14, Length of Maximum Span: 97.5m (319.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable 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: 5.01m (16.44ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $6,658,000, Total Project Cost: $6,658,000, 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: 75B00021N, Location: .25 MI N OF JCT KY 1412 (Lat: 37.476111, Lng: -87.138056), Route carried "on" structure: US 431, Year Built: 1952, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,271 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 4,374 (year 2039), Design Load: H 20, Features Intersected: UNNAMED STREAM TO GREEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,155,000, Total Project Cost: $1,155,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 75B00021N, Location: .25 MI N OF JCT KY 1412 (Lat: 37.476111, Lng: -87.138056), Route carried "on" structure: US 431, Year Built: 1952, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 5,271 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 4,374 (year 2039), Design Load: H 20, Features Intersected: UNNAMED STREAM TO GREEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.500, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,155,000, Total Project Cost: $1,155,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 75B00022N, Location: 1.2 MI W OF JCT KY 2110 (Lat: 37.480833, Lng: -87.162500), Route carried "on" structure: State highway 138, Year Built: 1969, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 623 (year 2019), Average Future Daily Traffic: 548 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 75B00022N, Location: 1.2 MI W OF JCT KY 2110 (Lat: 37.480833, Lng: -87.162500), Route carried "on" structure: State highway 138, Year Built: 1969, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 623 (year 2019), Average Future Daily Traffic: 548 (year 2039), Design Load: HS 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.106, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 75B00051N, Location: .50 MI WEST OF JCT US 431 (Lat: 37.523611, Lng: -87.118889), Route carried "on" structure: State highway 1080, Year Built: 1952, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 236 (year 2019), Average Future Daily Traffic: 205 (year 2039), Design Load: H 15, Features Intersected: BR OFF BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 75B00051N, Location: .50 MI WEST OF JCT US 431 (Lat: 37.523611, Lng: -87.118889), Route carried "on" structure: State highway 1080, Year Built: 1952, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 236 (year 2019), Average Future Daily Traffic: 205 (year 2039), Design Load: H 15, Features Intersected: BR OFF BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 75B00052N, Location: .30 MI WEST OF JCT US 431 (Lat: 37.523333, Lng: -87.116389), Route carried "on" structure: State highway 1080, Year Built: 1952, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 236 (year 2019), Average Future Daily Traffic: 205 (year 2039), Design Load: H 15, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.706, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 75B00052N, Location: .30 MI WEST OF JCT US 431 (Lat: 37.523333, Lng: -87.116389), Route carried "on" structure: State highway 1080, Year Built: 1952, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 236 (year 2019), Average Future Daily Traffic: 205 (year 2039), Design Load: H 15, Features Intersected: BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.706, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 75B00059N, Location: .5 MI W OF JCT KY 1080 (Lat: 37.547778, Lng: -87.136667), Route carried "on" structure: State highway 250, Year Built: 1975, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 620 (year 2019), Average Future Daily Traffic: 545 (year 2039), Design Load: HS 20, Features Intersected: WEST FORK OF BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 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: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 75B00059N, Location: .5 MI W OF JCT KY 1080 (Lat: 37.547778, Lng: -87.136667), Route carried "on" structure: State highway 250, Year Built: 1975, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 620 (year 2019), Average Future Daily Traffic: 545 (year 2039), Design Load: HS 20, Features Intersected: WEST FORK OF BUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 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: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Serious, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 75C00003N, Location: 1.0 MILE S. JCT KY 1046 (Lat: 37.505278, Lng: -87.197222), Route carried "on" structure: County highway 1004, Year Built: 1970, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 113 (year 2012), Average Future Daily Traffic: 98 (year 2032), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: RICHLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.684, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $363,000, Total Project Cost: $363,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 75C00003N, Location: 1.0 MILE S. JCT KY 1046 (Lat: 37.505278, Lng: -87.197222), Route carried "on" structure: County highway 1004, Year Built: 1970, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 113 (year 2012), Average Future Daily Traffic: 98 (year 2032), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: RICHLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.684, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $363,000, Total Project Cost: $363,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75C00005N, Location: 0.3 MILE E. JCT U.S. 431 (Lat: 37.537222, Lng: -87.102778), Route carried "on" structure: County highway 1014, Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 422 (year 2012), Average Future Daily Traffic: 367 (year 2032), Features Intersected: BUCK CREEK, Facility Carried by Structure: BARRETT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.847, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), 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: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: 75C00005N, Location: 0.3 MILE E. JCT U.S. 431 (Lat: 37.537222, Lng: -87.102778), Route carried "on" structure: County highway 1014, Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 422 (year 2012), Average Future Daily Traffic: 367 (year 2032), Features Intersected: BUCK CREEK, Facility Carried by Structure: BARRETT HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.847, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), 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: 8.3m (27.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: 75C00020N, Location: 1.5 MI W JCT KY 136 (Lat: 37.510833, Lng: -87.159444), Route carried "on" structure: County highway 1006, Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 42 (year 2012), Average Future Daily Traffic: 36 (year 2032), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: HICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 9.6m (31.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 75C00020N, Location: 1.5 MI W JCT KY 136 (Lat: 37.510833, Lng: -87.159444), Route carried "on" structure: County highway 1006, Year Built: 1985, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 42 (year 2012), Average Future Daily Traffic: 36 (year 2032), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: HICKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 9.6m (31.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 75C00025N, Location: .1 MI W US 431 (Lat: 37.510278, Lng: -87.118333), Route carried "on" structure: County highway 1012, Year Built: 1991, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 21 (year 2032), Design Load: HS 25 or greater, Features Intersected: BUCK CREEK, Facility Carried by Structure: ATHERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 2, Owner: County Highway Agency, 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: 14.6m (47.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.5 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 75C00025N, Location: .1 MI W US 431 (Lat: 37.510278, Lng: -87.118333), Route carried "on" structure: County highway 1012, Year Built: 1991, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 21 (year 2032), Design Load: HS 25 or greater, Features Intersected: BUCK CREEK, Facility Carried by Structure: ATHERTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.056, Lanes on structure: 2, Owner: County Highway Agency, 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: 14.6m (47.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.5 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, 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: 92B00088N, Location: .10 MI E OF DAVIESS CL (Lat: 37.515833, Lng: -87.073333), Route carried "on" structure: State highway 136, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,130 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 994 (year 2040), Design Load: H 15, Features Intersected: STILLHOUSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.275, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 92B00088N, Location: .10 MI E OF DAVIESS CL (Lat: 37.515833, Lng: -87.073333), Route carried "on" structure: State highway 136, Year Built: 1932, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,130 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 994 (year 2040), Design Load: H 15, Features Intersected: STILLHOUSE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.275, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 75B00018N, Location: .50 MI SOU. OF JCT KY 136 (Lat: 37.484167, Lng: -87.134722), Route carried "under" structure: City street 2068, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 6,959 (year 2006), Features Intersected: GREEN RIVER & ROUGH RIVE, Facility Carried by Structure: US-431
Minimum Vertical Clearance: 7.65m (25.10ft), Kilometerpoint: 0.119, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 97.5m (319.9ft)
Structure Number: 75B00018N, Location: .50 MI SOU. OF JCT KY 136 (Lat: 37.484167, Lng: -87.134722), Route carried "under" structure: City street 2068, Year Built: 1939, Structure Length: 0. m, Average Daily Traffic: 6,959 (year 2006), Features Intersected: GREEN RIVER & ROUGH RIVE, Facility Carried by Structure: US-431
Minimum Vertical Clearance: 7.65m (25.10ft), Kilometerpoint: 0.119, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 97.5m (319.9ft)
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Structure Number: 92X00900N, Location: 3.4 MI E OF US 431 (Lat: 37.452500, Lng: -87.085278), Route carried "under" structure: State highway 85, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 1,428 (year 2015), Truck Traffic: 30%, Features Intersected: KY.85, Facility Carried by Structure: Priv. haul Rd. bri
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.593, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 92X00900N, Location: 3.4 MI E OF US 431 (Lat: 37.452500, Lng: -87.085278), Route carried "under" structure: State highway 85, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 1,428 (year 2015), Truck Traffic: 30%, Features Intersected: KY.85, Facility Carried by Structure: Priv. haul Rd. bri
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.593, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 92X00901N, Location: 3.46 MI E OF US 431 (Lat: 37.452222, Lng: -87.083889), Route carried "under" structure: State highway 85, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 1,428 (year 2015), Truck Traffic: 30%, Features Intersected: Ky. 85, Facility Carried by Structure: Priv. RR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.704, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 92X00901N, Location: 3.46 MI E OF US 431 (Lat: 37.452222, Lng: -87.083889), Route carried "under" structure: State highway 85, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 1,428 (year 2015), Truck Traffic: 30%, Features Intersected: Ky. 85, Facility Carried by Structure: Priv. RR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 1.704, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)