Bridge Statistics for Mortons Gap, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 335ft / 102mTotal length
- $1,388,000Total costs
- 74,679Total average daily traffic
- 13,915Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mortons Gap
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11950-1959
- 111960-1969
- 11980-1989
- 32010-2019
- Bridge Condition - Deck
- 9.1%Very good
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 27.3%Good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 9.1%Very good
- 27.3%Good
- 27.3%Satisfactory
- 36.4%Fair
- Bridge Condition - Channel
- 23.1%Very good
- 61.5%Good
- 15.4%Satisfactory
- Bridge Condition - Culverts
- 66.7%Satisfactory
- 33.3%Fair
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Structure Number: 54B00040N, Location: .15 MI NOR. OF WEST KY PW (Lat: 37.214722, Lng: -87.468611), Route carried "on" structure: US 41, Year Built: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,606 (year 2040), Design Load: H 15, Features Intersected: FORK OF PLEASANT RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 54B00040N, Location: .15 MI NOR. OF WEST KY PW (Lat: 37.214722, Lng: -87.468611), Route carried "on" structure: US 41, Year Built: 1940, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,606 (year 2040), Design Load: H 15, Features Intersected: FORK OF PLEASANT RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 54B00047N, Location: .65 MI NOR. OF JCT KY 813 (Lat: 37.246944, Lng: -87.477222), Route carried "on" structure: US 41, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,332 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,098 (year 2039), Design Load: HS 20, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021
Structure Number: 54B00047N, Location: .65 MI NOR. OF JCT KY 813 (Lat: 37.246944, Lng: -87.477222), Route carried "on" structure: US 41, Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,332 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,098 (year 2039), Design Load: HS 20, Features Intersected: FLAT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.890, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021
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Structure Number: 54B00095L, Location: SBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450556), Route carried "on" structure: Interstate 69, Year Built: 1961, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 9,425 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,499 (year 2040), Design Load: HS 20, Features Intersected: FLAT CREEK-KY 813, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.266, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00095L, Location: SBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450556), Route carried "on" structure: Interstate 69, Year Built: 1961, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 9,425 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,499 (year 2040), Design Load: HS 20, Features Intersected: FLAT CREEK-KY 813, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.266, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54B00095R, Location: NBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450278), Route carried "on" structure: Interstate 69, Year Built: 1961, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 9,425 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,499 (year 2040), Design Load: HS 20, Features Intersected: FLAT CREEK-KY 813
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.282, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00095R, Location: NBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450278), Route carried "on" structure: Interstate 69, Year Built: 1961, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 9,425 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 11,499 (year 2040), Design Load: HS 20, Features Intersected: FLAT CREEK-KY 813
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.282, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54B00104N, Location: .30 MI NOR. OF KY 813 NTR (Lat: 37.258611, Lng: -87.451667), Route carried "on" structure: Interstate 69, Year Built: 1961, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,850 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 22,997 (year 2040), Design Load: HS 20, Features Intersected: BR OF FLAT CREEK, Facility Carried by Structure: EB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.938, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021
Structure Number: 54B00104N, Location: .30 MI NOR. OF KY 813 NTR (Lat: 37.258611, Lng: -87.451667), Route carried "on" structure: Interstate 69, Year Built: 1961, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 18,850 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 22,997 (year 2040), Design Load: HS 20, Features Intersected: BR OF FLAT CREEK, Facility Carried by Structure: EB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 175.938, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021
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Structure Number: 54B00144L, Location: WBL 1.3 MI I-69 (Lat: 37.212778, Lng: -87.466667), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Posted for load, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD &US41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.005, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 54B00144L, Location: WBL 1.3 MI I-69 (Lat: 37.212778, Lng: -87.466667), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Posted for load, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD &US41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.005, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 54B00144R, Location: EBL 1.3 MI W-KY 9004 (Lat: 37.212500, Lng: -87.466667), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Posted for load, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD& US 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.010, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 54B00144R, Location: EBL 1.3 MI W-KY 9004 (Lat: 37.212500, Lng: -87.466667), Route carried "on" structure: Interstate 69, Year Built: 1963, Status: Posted for load, Structure Length: 13.66m (44.82ft), Average Daily Traffic: 4,337 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 5,291 (year 2040), Design Load: HS 20, Features Intersected: CSX RAILROAD& US 41
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 169.010, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 54B00165N, Location: .45 MI SOU. OF JCT KY 813 (Lat: 37.229722, Lng: -87.475278), Route carried "on" structure: US 41, Year Built: 1930, Status: Posted for load, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,606 (year 2040), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.946, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.17m (3.84ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,388,000, Total Project Cost: $1,388,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 54B00165N, Location: .45 MI SOU. OF JCT KY 813 (Lat: 37.229722, Lng: -87.475278), Route carried "on" structure: US 41, Year Built: 1930, Status: Posted for load, Structure Length: 11.67m (38.29ft), Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,606 (year 2040), Design Load: H 15, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.946, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.17m (3.84ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,388,000, Total Project Cost: $1,388,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 54B00206N, Location: .3 MI N OF JCT US 62 (Lat: 37.195833, Lng: -87.501111), Route carried "on" structure: State highway 2272, Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 245 (year 2015), Average Future Daily Traffic: 213 (year 2035), Design Load: H 20, Features Intersected: PLEASANT RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00206N, Location: .3 MI N OF JCT US 62 (Lat: 37.195833, Lng: -87.501111), Route carried "on" structure: State highway 2272, Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 245 (year 2015), Average Future Daily Traffic: 213 (year 2035), Design Load: H 20, Features Intersected: PLEASANT RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54B00227N, Location: Junction of Ky. 813 (Lat: 37.253056, Lng: -87.449444), Route carried "on" structure: Ramp Interstate 69, Year Built: 2015, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 1,885 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,337 (year 2033), Design Load: Greater than HL93, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00227N, Location: Junction of Ky. 813 (Lat: 37.253056, Lng: -87.449444), Route carried "on" structure: Ramp Interstate 69, Year Built: 2015, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 1,885 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 2,337 (year 2033), Design Load: Greater than HL93, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, 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: 54B00228N, Location: 50' from ky 813 (Lat: 37.252500, Lng: -87.451944), Route carried "on" structure: Ramp Interstate 69, Year Built: 2016, Status: Open, Structure Length: 19.78m (64.90ft), Average Daily Traffic: 1,603 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 1,987 (year 2033), Design Load: Greater than HL93, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00228N, Location: 50' from ky 813 (Lat: 37.252500, Lng: -87.451944), Route carried "on" structure: Ramp Interstate 69, Year Built: 2016, Status: Open, Structure Length: 19.78m (64.90ft), Average Daily Traffic: 1,603 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 1,987 (year 2033), Design Load: Greater than HL93, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54C00022N, Location: .05 MI E OF JCT CR 5212 (Lat: 37.233333, Lng: -87.496389), Route carried "on" structure: County highway 1217, Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 55 (year 2011), Average Future Daily Traffic: 47 (year 2031), Design Load: H 20, Features Intersected: FLAT CREEK, Facility Carried by Structure: BARNSLEY LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.981, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C00022N, Location: .05 MI E OF JCT CR 5212 (Lat: 37.233333, Lng: -87.496389), Route carried "on" structure: County highway 1217, Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 55 (year 2011), Average Future Daily Traffic: 47 (year 2031), Design Load: H 20, Features Intersected: FLAT CREEK, Facility Carried by Structure: BARNSLEY LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.981, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54C00024N, Location: 0.1 M. N. OF KY. 813 (Lat: 37.249722, Lng: -87.459444), Route carried "on" structure: County highway 1136, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 202 (year 2011), Average Future Daily Traffic: 175 (year 2031), Design Load: H 20, Features Intersected: BR OF FLAT CREEK, Facility Carried by Structure: FLAT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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 or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 54C00024N, Location: 0.1 M. N. OF KY. 813 (Lat: 37.249722, Lng: -87.459444), Route carried "on" structure: County highway 1136, Year Built: 1969, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 202 (year 2011), Average Future Daily Traffic: 175 (year 2031), Design Load: H 20, Features Intersected: BR OF FLAT CREEK, Facility Carried by Structure: FLAT CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.736, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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 or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 54C00085N, Location: @ jct KY813 (Lat: 37.253611, Lng: -87.447222), Route carried "on" structure: County highway 1152, Year Built: 2015, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 6,643 (year 2011), Average Future Daily Traffic: 5,779 (year 2031), Design Load: Greater than HL93, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54C00085N, Location: @ jct KY813 (Lat: 37.253611, Lng: -87.447222), Route carried "on" structure: County highway 1152, Year Built: 2015, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 6,643 (year 2011), Average Future Daily Traffic: 5,779 (year 2031), Design Load: Greater than HL93, Features Intersected: Flat Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 54B00095L, Location: SBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450556), Route carried "under" structure: State highway 813, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,564 (year 2020), Truck Traffic: 7%, Features Intersected: FLAT CREEK-KY 813, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.678, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 54B00095L, Location: SBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450556), Route carried "under" structure: State highway 813, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,564 (year 2020), Truck Traffic: 7%, Features Intersected: FLAT CREEK-KY 813, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.678, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 54B00095R, Location: NBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450278), Route carried "under" structure: State highway 813, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,564 (year 2020), Truck Traffic: 7%, Features Intersected: FLAT CREEK-KY 813, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.657, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 54B00095R, Location: NBL 2.8 MI N OF W KY PW (Lat: 37.252778, Lng: -87.450278), Route carried "under" structure: State highway 813, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 1,564 (year 2020), Truck Traffic: 7%, Features Intersected: FLAT CREEK-KY 813, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.657, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 54B00144L, Location: WBL 1.3 MI I-69 (Lat: 37.212778, Lng: -87.466667), Route carried "under" structure: US 41, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Features Intersected: CSX RAILROAD &US41, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.884, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 54B00144L, Location: WBL 1.3 MI I-69 (Lat: 37.212778, Lng: -87.466667), Route carried "under" structure: US 41, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Features Intersected: CSX RAILROAD &US41, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.884, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 54B00144R, Location: EBL 1.3 MI W-KY 9004 (Lat: 37.212500, Lng: -87.466667), Route carried "under" structure: US 41, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Features Intersected: CSX RAILROAD& US 41, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.853, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 54B00144R, Location: EBL 1.3 MI W-KY 9004 (Lat: 37.212500, Lng: -87.466667), Route carried "under" structure: US 41, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,803 (year 2020), Truck Traffic: 5%, Features Intersected: CSX RAILROAD& US 41, Facility Carried by Structure: I-69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.853, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 28.0m (91.9ft)