Bridge Statistics for Slaughters, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 157ft / 48.1mTotal length
- 46,613Total average daily traffic
- 11,290Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Slaughters
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 21950-1959
- 121960-1969
- 31980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.7%Very good
- 33.3%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 26.7%Good
- 60.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Substructure
- 6.7%Very good
- 13.3%Good
- 53.3%Satisfactory
- 20.0%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 33.3%Good
- 60.0%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
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Structure Number: 54B00012L, Location: SBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475556), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Posted for load, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 138, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.645, 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
Structure Number: 54B00012L, Location: SBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475556), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Posted for load, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 138, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.645, 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
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Structure Number: 54B00012R, Location: NBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475278), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Posted for load, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 138, Facility Carried by Structure: NB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.645, 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
Structure Number: 54B00012R, Location: NBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475278), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Posted for load, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 138, Facility Carried by Structure: NB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.645, 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: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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
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Structure Number: 54B00118N, Location: .80 MI SOU. OF JCT KY 138 (Lat: 37.479722, Lng: -87.470833), Route carried "on" structure: State highway 1033, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 280 (year 2020), Average Future Daily Traffic: 243 (year 2040), Design Load: H 20, Features Intersected: BR OF OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.679, Lanes on structure: 2, Owner: State 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: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 54B00118N, Location: .80 MI SOU. OF JCT KY 138 (Lat: 37.479722, Lng: -87.470833), Route carried "on" structure: State highway 1033, Year Built: 1964, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 280 (year 2020), Average Future Daily Traffic: 243 (year 2040), Design Load: H 20, Features Intersected: BR OF OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.679, Lanes on structure: 2, Owner: State 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: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 54B00199N, Location: .2 MI. SOU.-WEBSTER CO LN (Lat: 37.470278, Lng: -87.551944), Route carried "on" structure: State highway 1069, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 568 (year 2017), Average Future Daily Traffic: 499 (year 2037), Design Load: HS 20, Features Intersected: EAST FK-DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.390, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00199N, Location: .2 MI. SOU.-WEBSTER CO LN (Lat: 37.470278, Lng: -87.551944), Route carried "on" structure: State highway 1069, Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 568 (year 2017), Average Future Daily Traffic: 499 (year 2037), Design Load: HS 20, Features Intersected: EAST FK-DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.390, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.4m (21.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54B00218N, Location: 3.5 MI. N JCT KY 260 (Lat: 37.458056, Lng: -87.540833), Route carried "on" structure: State highway 1069, Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 629 (year 2019), Average Future Daily Traffic: 553 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST FK -DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.702, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 97.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 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: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54B00218N, Location: 3.5 MI. N JCT KY 260 (Lat: 37.458056, Lng: -87.540833), Route carried "on" structure: State highway 1069, Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 629 (year 2019), Average Future Daily Traffic: 553 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST FK -DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.702, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 97.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.6 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: May 2021, 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: 117B00016N, Location: .10 MI NOR. OF JCT KY 147 (Lat: 37.526944, Lng: -87.481667), Route carried "on" structure: US 41, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,806 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,589 (year 2039), Design Load: H 15, Features Intersected: SLOUGH-E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than 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: November 2020
Structure Number: 117B00016N, Location: .10 MI NOR. OF JCT KY 147 (Lat: 37.526944, Lng: -87.481667), Route carried "on" structure: US 41, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,806 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,589 (year 2039), Design Load: H 15, Features Intersected: SLOUGH-E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than 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: November 2020
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Structure Number: 117B00017N, Location: 1.0 MI SOU. OF JCT KY 147 (Lat: 37.512500, Lng: -87.485000), Route carried "on" structure: US 41, Year Built: 1929, Year Reconstructed: 1946, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,806 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,589 (year 2039), Design Load: H 15, Features Intersected: SLOUGH-E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.709, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 22.7 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: 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: November 2020
Structure Number: 117B00017N, Location: 1.0 MI SOU. OF JCT KY 147 (Lat: 37.512500, Lng: -87.485000), Route carried "on" structure: US 41, Year Built: 1929, Year Reconstructed: 1946, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,806 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,589 (year 2039), Design Load: H 15, Features Intersected: SLOUGH-E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.709, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 22.7 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: 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: November 2020
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Structure Number: 117B00018N, Location: 1.2 MI SOU. OF JCT KY 147 (Lat: 37.510556, Lng: -87.485556), Route carried "on" structure: US 41, Year Built: 1929, Year Reconstructed: 1946, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,806 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,589 (year 2039), Design Load: H 15, Features Intersected: SLOUGH-E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 22.7 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: 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: November 2020
Structure Number: 117B00018N, Location: 1.2 MI SOU. OF JCT KY 147 (Lat: 37.510556, Lng: -87.485556), Route carried "on" structure: US 41, Year Built: 1929, Year Reconstructed: 1946, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,806 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,589 (year 2039), Design Load: H 15, Features Intersected: SLOUGH-E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 22.7 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: 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: November 2020
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Structure Number: 117B00024N, Location: .4 MI NW OF JCT KY 1835 (Lat: 37.511667, Lng: -87.530833), Route carried "on" structure: State highway 138, Year Built: 1935, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 350 (year 2020), Average Future Daily Traffic: 308 (year 2040), Design Load: H 15, Features Intersected: SUGAR CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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: November 2020
Structure Number: 117B00024N, Location: .4 MI NW OF JCT KY 1835 (Lat: 37.511667, Lng: -87.530833), Route carried "on" structure: State highway 138, Year Built: 1935, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 350 (year 2020), Average Future Daily Traffic: 308 (year 2040), Design Load: H 15, Features Intersected: SUGAR CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 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: November 2020
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Structure Number: 117B00068N, Location: .5 MI E OF JCT US 41 (Lat: 37.509722, Lng: -87.475000), Route carried "on" structure: State highway 2667, Year Built: 1968, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 90 (year 2020), Average Future Daily Traffic: 78 (year 2040), Design Load: H 20, Features Intersected: I 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.323, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), 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: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 117B00068N, Location: .5 MI E OF JCT US 41 (Lat: 37.509722, Lng: -87.475000), Route carried "on" structure: State highway 2667, Year Built: 1968, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 90 (year 2020), Average Future Daily Traffic: 78 (year 2040), Design Load: H 20, Features Intersected: I 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.323, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), 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: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 117B00069L, Location: SBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 147, Facility Carried by Structure: EDWARD T. BREATHIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.619, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 117B00069L, Location: SBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 147, Facility Carried by Structure: EDWARD T. BREATHIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.619, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 117B00069R, Location: NBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 147, Facility Carried by Structure: EB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.593, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 117B00069R, Location: NBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 5,583 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 6,811 (year 2040), Design Load: HS 20, Features Intersected: KY 147, Facility Carried by Structure: EB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 206.593, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 117B00091N, Location: .10 MI WEST OF JCT US 41 (Lat: 37.489167, Lng: -87.497778), Route carried "on" structure: State highway 138, Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 546 (year 2018), Average Future Daily Traffic: 480 (year 2038), Design Load: H 20, Features Intersected: E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.5m (31.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 117B00091N, Location: .10 MI WEST OF JCT US 41 (Lat: 37.489167, Lng: -87.497778), Route carried "on" structure: State highway 138, Year Built: 1950, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 546 (year 2018), Average Future Daily Traffic: 480 (year 2038), Design Load: H 20, Features Intersected: E FK DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.151, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.5m (31.2ft)
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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 117B00117N, Location: .1 MI N. JCT KY 120 (Lat: 37.491111, Lng: -87.501944), Route carried "on" structure: State highway 138, Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 546 (year 2018), Average Future Daily Traffic: 480 (year 2038), Design Load: HS 20, Features Intersected: BRANCH-DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.0m (23.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 117B00117N, Location: .1 MI N. JCT KY 120 (Lat: 37.491111, Lng: -87.501944), Route carried "on" structure: State highway 138, Year Built: 1985, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 546 (year 2018), Average Future Daily Traffic: 480 (year 2038), Design Load: HS 20, Features Intersected: BRANCH-DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.547, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.0m (23.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 117B00119N, Location: .5 MI W-KY 1405 (Lat: 37.515000, Lng: -87.504444), Route carried "on" structure: State highway 1405, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 65 (year 2038), Design Load: H 20, Features Intersected: SUGAR CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, 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: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 117B00119N, Location: .5 MI W-KY 1405 (Lat: 37.515000, Lng: -87.504444), Route carried "on" structure: State highway 1405, Year Built: 1964, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 65 (year 2038), Design Load: H 20, Features Intersected: SUGAR CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.334, 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: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 117B00129N, Location: .35 MI NE OF JCT KY 138 (Lat: 37.514444, Lng: -87.523056), Route carried "on" structure: State highway 1835, Year Built: 2019, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 69 (year 2018), Average Future Daily Traffic: 60 (year 2038), Design Load: Greater than HL93, Features Intersected: Sugar Camp Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 20.9m (68.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.9 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 117B00129N, Location: .35 MI NE OF JCT KY 138 (Lat: 37.514444, Lng: -87.523056), Route carried "on" structure: State highway 1835, Year Built: 2019, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 69 (year 2018), Average Future Daily Traffic: 60 (year 2038), Design Load: Greater than HL93, Features Intersected: Sugar Camp Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 20.9m (68.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.9 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: 38.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 117C00005N, Location: .5 MI N OF JCT CR 1040 (Lat: 37.631667, Lng: -87.555833), Route carried "on" structure: County highway 1042, Year Built: 1955, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 145 (year 2011), Average Future Daily Traffic: 126 (year 2031), Design Load: H 15, Features Intersected: GRAVES CREEK, Facility Carried by Structure: WATKINS SCHOOL ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.581, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 117C00005N, Location: .5 MI N OF JCT CR 1040 (Lat: 37.631667, Lng: -87.555833), Route carried "on" structure: County highway 1042, Year Built: 1955, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 145 (year 2011), Average Future Daily Traffic: 126 (year 2031), Design Load: H 15, Features Intersected: GRAVES CREEK, Facility Carried by Structure: WATKINS SCHOOL ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.581, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 117C00047N, Location: .25 MI. W. JCT US 41 (Lat: 37.526944, Lng: -87.488333), Route carried "on" structure: County highway 1109, Year Built: 1985, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 116 (year 2011), Average Future Daily Traffic: 100 (year 2031), Features Intersected: EAST FK DEER CREEK, Facility Carried by Structure: SLAUGHTERS ELMWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 117C00047N, Location: .25 MI. W. JCT US 41 (Lat: 37.526944, Lng: -87.488333), Route carried "on" structure: County highway 1109, Year Built: 1985, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 116 (year 2011), Average Future Daily Traffic: 100 (year 2031), Features Intersected: EAST FK DEER CREEK, Facility Carried by Structure: SLAUGHTERS ELMWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.599, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 117C00050N, Location: .2 MI N. JCT KY 1405 (Lat: 37.515000, Lng: -87.495833), Route carried "on" structure: County highway 1109, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 116 (year 2011), Average Future Daily Traffic: 100 (year 2031), Design Load: HS 20, Features Intersected: SUGAR CAMP CREEK, Facility Carried by Structure: SLAUGHTERS ELMWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.266, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: 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: 117C00050N, Location: .2 MI N. JCT KY 1405 (Lat: 37.515000, Lng: -87.495833), Route carried "on" structure: County highway 1109, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 116 (year 2011), Average Future Daily Traffic: 100 (year 2031), Design Load: HS 20, Features Intersected: SUGAR CAMP CREEK, Facility Carried by Structure: SLAUGHTERS ELMWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.266, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: 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: 117C00052N, Location: .2 MI N.JCT KY 138 (Lat: 37.491111, Lng: -87.500278), Route carried "on" structure: City street 5011, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 114 (year 2011), Average Future Daily Traffic: 99 (year 2031), Design Load: HS 20, Features Intersected: BR OF DEER CREEK, Facility Carried by Structure: SECOND CROSS STREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.325, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 117C00052N, Location: .2 MI N.JCT KY 138 (Lat: 37.491111, Lng: -87.500278), Route carried "on" structure: City street 5011, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 114 (year 2011), Average Future Daily Traffic: 99 (year 2031), Design Load: HS 20, Features Intersected: BR OF DEER CREEK, Facility Carried by Structure: SECOND CROSS STREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.325, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 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: 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: 54B00012L, Location: SBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475556), Route carried "under" structure: State highway 138, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,303 (year 2020), Truck Traffic: 11%, Features Intersected: KY 138, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 1.852, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 54B00012L, Location: SBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475556), Route carried "under" structure: State highway 138, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,303 (year 2020), Truck Traffic: 11%, Features Intersected: KY 138, Facility Carried by Structure: EDWARD T BREATHITT
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 1.852, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 54B00012R, Location: NBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475278), Route carried "under" structure: State highway 138, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,967 (year 2019), Truck Traffic: 6%, Features Intersected: KY 138, Facility Carried by Structure: NB-9004
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 1.872, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 54B00012R, Location: NBL 1.0 SOU OF WEBSTER CL (Lat: 37.490000, Lng: -87.475278), Route carried "under" structure: State highway 138, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 1,967 (year 2019), Truck Traffic: 6%, Features Intersected: KY 138, Facility Carried by Structure: NB-9004
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 1.872, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 117B00068N, Location: .5 MI E OF JCT US 41 (Lat: 37.509722, Lng: -87.475000), Route carried "under" structure: Interstate 69, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 11,165 (year 2020), Truck Traffic: 31%, Features Intersected: I 69, Facility Carried by Structure: KY-2667
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 204.842, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 117B00068N, Location: .5 MI E OF JCT US 41 (Lat: 37.509722, Lng: -87.475000), Route carried "under" structure: Interstate 69, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 11,165 (year 2020), Truck Traffic: 31%, Features Intersected: I 69, Facility Carried by Structure: KY-2667
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 204.842, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 117B00069L, Location: SBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "under" structure: State highway 147, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 392 (year 2018), Features Intersected: KY 147, Facility Carried by Structure: EDWARD T. BREATHIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.554, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 117B00069L, Location: SBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "under" structure: State highway 147, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 392 (year 2018), Features Intersected: KY 147, Facility Carried by Structure: EDWARD T. BREATHIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.554, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: 117B00069R, Location: NBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "under" structure: State highway 147, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 392 (year 2018), Features Intersected: KY 147, Facility Carried by Structure: EB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.576, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: 117B00069R, Location: NBL 1.4 MI N-HOPKINS C.L. (Lat: 37.525556, Lng: -87.475556), Route carried "under" structure: State highway 147, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 392 (year 2018), Features Intersected: KY 147, Facility Carried by Structure: EB-9004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.576, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft)