Bridge Statistics for Morgantown, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 407ft / 124mTotal length
- $6,464,000Total costs
- 99,656Total average daily traffic
- 17,734Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Morgantown
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 21940-1949
- 21950-1959
- 21960-1969
- 141970-1979
- 31990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 16.7%Good
- 50.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 5.6%Very good
- 16.7%Good
- 66.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 16.7%Good
- 55.6%Satisfactory
- 27.8%Fair
- Bridge Condition - Channel
- 11.8%Very good
- 29.4%Good
- 23.5%Satisfactory
- 35.3%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
Find on map >> Show street view
Structure Number: 16B00001N, Location: 1.4 MI S OF GR RV PW O (Lat: 37.285556, Lng: -86.718056), Route carried "on" structure: US 231, Year Built: 1940, Status: Posted for load, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,908 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,679 (year 2040), Design Load: H 15, Features Intersected: INDIAN CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.293, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 16B00001N, Location: 1.4 MI S OF GR RV PW O (Lat: 37.285556, Lng: -86.718056), Route carried "on" structure: US 231, Year Built: 1940, Status: Posted for load, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,908 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,679 (year 2040), Design Load: H 15, Features Intersected: INDIAN CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.293, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 16B00003N, Location: .8 MI S OF N-JCT KY 79 (Lat: 37.242500, Lng: -86.689444), Route carried "on" structure: US 231, Year Built: 1950, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 45.20m (148.29ft), Average Daily Traffic: 7,604 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 6,691 (year 2039), Design Load: H 20, Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 84.1m (275.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.52m (14.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $5,376,000, Total Project Cost: $5,375,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16B00003N, Location: .8 MI S OF N-JCT KY 79 (Lat: 37.242500, Lng: -86.689444), Route carried "on" structure: US 231, Year Built: 1950, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 45.20m (148.29ft), Average Daily Traffic: 7,604 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 6,691 (year 2039), Design Load: H 20, Features Intersected: GREEN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.951, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 84.1m (275.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.52m (14.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $5,376,000, Total Project Cost: $5,375,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 16B00004N, Location: .10 MI SOU. OF JCT KY 70 (Lat: 37.265000, Lng: -86.679167), Route carried "on" structure: State highway 79, Year Built: 1932, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,578 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,028 (year 2040), Design Load: H 15, Features Intersected: LINDSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $140,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16B00004N, Location: .10 MI SOU. OF JCT KY 70 (Lat: 37.265000, Lng: -86.679167), Route carried "on" structure: State highway 79, Year Built: 1932, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,578 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,028 (year 2040), Design Load: H 15, Features Intersected: LINDSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $140,000, Total Project Cost: $140,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16B00012N, Location: .1 MI SE OF S-JCT KY 79 (Lat: 37.191111, Lng: -86.703889), Route carried "on" structure: US 231, Year Built: 1928, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,142 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,004 (year 2040), Design Load: H 15, Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.846, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $71,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16B00012N, Location: .1 MI SE OF S-JCT KY 79 (Lat: 37.191111, Lng: -86.703889), Route carried "on" structure: US 231, Year Built: 1928, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,142 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,004 (year 2040), Design Load: H 15, Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.846, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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: 0.07m (0.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $71,000, Total Project Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16B00014N, Location: .6 MI S OF S-JCT US 231 (Lat: 37.187222, Lng: -86.714722), Route carried "on" structure: State highway 79, Year Built: 1934, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,259 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,874 (year 2039), Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 16B00014N, Location: .6 MI S OF S-JCT US 231 (Lat: 37.187222, Lng: -86.714722), Route carried "on" structure: State highway 79, Year Built: 1934, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,259 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 1,874 (year 2039), Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Find on map >> Show street view
Structure Number: 16B00016N, Location: 1.5 MI W OF JCT KY 1117 (Lat: 37.183889, Lng: -86.773056), Route carried "on" structure: State highway 70, Year Built: 1935, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,135 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,878 (year 2040), Design Load: H 15, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 16B00016N, Location: 1.5 MI W OF JCT KY 1117 (Lat: 37.183889, Lng: -86.773056), Route carried "on" structure: State highway 70, Year Built: 1935, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,135 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,878 (year 2040), Design Load: H 15, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.694, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 16B00043N, Location: .70 MI S OF JCT US 231 (Lat: 37.214444, Lng: -86.679444), Route carried "on" structure: State highway 403, Year Built: 1956, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 789 (year 2018), Average Future Daily Traffic: 694 (year 2038), Design Load: H 20, Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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 desirable 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: Low Slump Concrete
Structure Number: 16B00043N, Location: .70 MI S OF JCT US 231 (Lat: 37.214444, Lng: -86.679444), Route carried "on" structure: State highway 403, Year Built: 1956, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 789 (year 2018), Average Future Daily Traffic: 694 (year 2038), Design Load: H 20, Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.148, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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 desirable 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: Low Slump Concrete
Find on map >> Show street view
Structure Number: 16B00045N, Location: 3.0 MI WEST OF JCT KY 70 (Lat: 37.226389, Lng: -86.779167), Route carried "on" structure: State highway 1117, Year Built: 1964, Status: Posted for load, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 198 (year 2020), Average Future Daily Traffic: 174 (year 2040), Design Load: H 15, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16B00045N, Location: 3.0 MI WEST OF JCT KY 70 (Lat: 37.226389, Lng: -86.779167), Route carried "on" structure: State highway 1117, Year Built: 1964, Status: Posted for load, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 198 (year 2020), Average Future Daily Traffic: 174 (year 2040), Design Load: H 15, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.751, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 16B00046N, Location: 2.4 MI EAST OF JCT KY 79 (Lat: 37.229722, Lng: -86.663889), Route carried "on" structure: State highway 1328, Year Built: 1966, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 486 (year 2018), Average Future Daily Traffic: 427 (year 2038), Design Load: H 20, Features Intersected: WELCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 96.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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 desirable 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: 16B00046N, Location: 2.4 MI EAST OF JCT KY 79 (Lat: 37.229722, Lng: -86.663889), Route carried "on" structure: State highway 1328, Year Built: 1966, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 486 (year 2018), Average Future Daily Traffic: 427 (year 2038), Design Load: H 20, Features Intersected: WELCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), 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: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 96.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 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 desirable 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
Find on map >> Show street view
Structure Number: 16B00052N, Location: .30 MI EAST OF JCT US 231 (Lat: 37.267778, Lng: -86.685833), Route carried "on" structure: State highway 70, Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 883 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 777 (year 2040), Design Load: H 20, Features Intersected: LINDSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020
Structure Number: 16B00052N, Location: .30 MI EAST OF JCT US 231 (Lat: 37.267778, Lng: -86.685833), Route carried "on" structure: State highway 70, Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 883 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 777 (year 2040), Design Load: H 20, Features Intersected: LINDSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020
Find on map >> Show street view
Structure Number: 16B00053N, Location: .1 MI E OF JCT KY 269 (Lat: 37.267222, Lng: -86.748056), Route carried "on" structure: State highway 403, Year Built: 1972, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 581 (year 2019), Average Future Daily Traffic: 511 (year 2039), Design Load: H 20, Features Intersected: I-165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.483, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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, Underclear: Meets minimum limits, 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: 16B00053N, Location: .1 MI E OF JCT KY 269 (Lat: 37.267222, Lng: -86.748056), Route carried "on" structure: State highway 403, Year Built: 1972, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 581 (year 2019), Average Future Daily Traffic: 511 (year 2039), Design Load: H 20, Features Intersected: I-165
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.483, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 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, Underclear: Meets minimum limits, 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
Find on map >> Show street view
Structure Number: 16B00058N, Location: .2 MI SOUTH OF US 231 (Lat: 37.201111, Lng: -86.698611), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 13,095 (year 2040), Design Load: H 20, Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.255, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 16B00058N, Location: .2 MI SOUTH OF US 231 (Lat: 37.201111, Lng: -86.698611), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 13,095 (year 2040), Design Load: H 20, Features Intersected: RENFROW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.255, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 93.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: 16B00059L, Location: SBL I-165 OVER US 231 (Lat: 37.202778, Lng: -86.701111), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,086 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 6,205 (year 2040), Design Load: HS 20, Features Intersected: US 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.561, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: Monolithic Concrete
Structure Number: 16B00059L, Location: SBL I-165 OVER US 231 (Lat: 37.202778, Lng: -86.701111), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,086 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 6,205 (year 2040), Design Load: HS 20, Features Intersected: US 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.561, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: Monolithic Concrete
Find on map >> Show street view
Structure Number: 16B00059R, Location: NBL OVER US 231 @ EXIT 26 (Lat: 37.203056, Lng: -86.701111), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,086 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 6,205 (year 2040), Design Load: HS 20, Features Intersected: US 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.557, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: 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: 16B00059R, Location: NBL OVER US 231 @ EXIT 26 (Lat: 37.203056, Lng: -86.701111), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 5,086 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 6,205 (year 2040), Design Load: HS 20, Features Intersected: US 231
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.557, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: 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
Find on map >> Show street view
Structure Number: 16B00060L, Location: SBL 1 MI N-S/NTRCH US 231 (Lat: 37.214722, Lng: -86.711389), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,112 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 5,016 (year 2040), Design Load: HS 20, Features Intersected: KY 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.178, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: Low Slump Concrete
Structure Number: 16B00060L, Location: SBL 1 MI N-S/NTRCH US 231 (Lat: 37.214722, Lng: -86.711389), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,112 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 5,016 (year 2040), Design Load: HS 20, Features Intersected: KY 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.178, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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: Low Slump Concrete
Find on map >> Show street view
Structure Number: 16B00060R, Location: NBL 1 MI NORH OF US 231 (Lat: 37.215000, Lng: -86.711111), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,112 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 5,016 (year 2040), Design Load: HS 20, Features Intersected: KY 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.185, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: Low Slump Concrete
Structure Number: 16B00060R, Location: NBL 1 MI NORH OF US 231 (Lat: 37.215000, Lng: -86.711111), Route carried "on" structure: Interstate 165, Year Built: 1972, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 4,112 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 5,016 (year 2040), Design Load: HS 20, Features Intersected: KY 70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.185, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: Low Slump Concrete
Find on map >> Show street view
Structure Number: 16B00063N, Location: 1 MI E OF JCT US 231 (Lat: 37.187222, Lng: -86.680556), Route carried "on" structure: County highway 1142, Year Built: 1972, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 225 (year 2012), Average Future Daily Traffic: 195 (year 2032), Design Load: H 20, Features Intersected: I-165, Facility Carried by Structure: COOL SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.671, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $719,000, Total Project Cost: $719,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16B00063N, Location: 1 MI E OF JCT US 231 (Lat: 37.187222, Lng: -86.680556), Route carried "on" structure: County highway 1142, Year Built: 1972, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 225 (year 2012), Average Future Daily Traffic: 195 (year 2032), Design Load: H 20, Features Intersected: I-165, Facility Carried by Structure: COOL SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.671, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $719,000, Total Project Cost: $719,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 16B00081N, Location: 2.0 MI. S JCT KY 70 (Lat: 37.164722, Lng: -86.747778), Route carried "on" structure: State highway 2267, Year Built: 1996, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 116 (year 2020), Average Future Daily Traffic: 102 (year 2040), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.450, 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: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 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: Equal to 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16B00081N, Location: 2.0 MI. S JCT KY 70 (Lat: 37.164722, Lng: -86.747778), Route carried "on" structure: State highway 2267, Year Built: 1996, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 116 (year 2020), Average Future Daily Traffic: 102 (year 2040), Design Load: HS 25 or greater, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.450, 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: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 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: Equal to 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 16B00082N, Location: .54 MI S JCT KY 70 (Lat: 37.181944, Lng: -86.751944), Route carried "on" structure: State highway 2267, Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 116 (year 2020), Average Future Daily Traffic: 102 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB- SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.225, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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: 16B00082N, Location: .54 MI S JCT KY 70 (Lat: 37.181944, Lng: -86.751944), Route carried "on" structure: State highway 2267, Year Built: 1997, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 116 (year 2020), Average Future Daily Traffic: 102 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB- SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.225, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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
Find on map >> Show street view
Structure Number: 16B00086N, Location: 1.0 MILE N OF I-165 NTR (Lat: 37.214444, Lng: -86.695000), Route carried "on" structure: US 231, Year Built: 2014, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 7,188 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,325 (year 2038), Design Load: Greater than HL93, Features Intersected: Embrys Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.968, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 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: 97.2 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: 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: October 2020
Structure Number: 16B00086N, Location: 1.0 MILE N OF I-165 NTR (Lat: 37.214444, Lng: -86.695000), Route carried "on" structure: US 231, Year Built: 2014, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 7,188 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 6,325 (year 2038), Design Load: Greater than HL93, Features Intersected: Embrys Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.968, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 97.2 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: 97.2 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: 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: October 2020
Find on map >> Show street view
Structure Number: 16B00087N, Location: 1.6 Mi S of Jct/w US-231 (Lat: 37.206389, Lng: -86.669444), Route carried "on" structure: State highway 403, Year Built: 2015, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 789 (year 2018), Average Future Daily Traffic: 694 (year 2038), Design Load: Greater than HL93, Features Intersected: Unnamed Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 65.4 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: 50.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16B00087N, Location: 1.6 Mi S of Jct/w US-231 (Lat: 37.206389, Lng: -86.669444), Route carried "on" structure: State highway 403, Year Built: 2015, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 789 (year 2018), Average Future Daily Traffic: 694 (year 2038), Design Load: Greater than HL93, Features Intersected: Unnamed Stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.840, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 65.4 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: 50.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 16C00030N, Location: 0.3 MI. WEST- JCT. KY79 (Lat: 37.290278, Lng: -86.673056), Route carried "on" structure: County highway 1355, Year Built: 1940, Year Reconstructed: 1984, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 140 (year 2011), Average Future Daily Traffic: 121 (year 2031), Features Intersected: E PRONG INDIAN CAMP CREE, Facility Carried by Structure: POSSUM HOLLOW SCHO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.144, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $160,000, Total Project Cost: $159,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16C00030N, Location: 0.3 MI. WEST- JCT. KY79 (Lat: 37.290278, Lng: -86.673056), Route carried "on" structure: County highway 1355, Year Built: 1940, Year Reconstructed: 1984, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 140 (year 2011), Average Future Daily Traffic: 121 (year 2031), Features Intersected: E PRONG INDIAN CAMP CREE, Facility Carried by Structure: POSSUM HOLLOW SCHO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.144, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $160,000, Total Project Cost: $159,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 16C00042N, Location: 1000' W JCT KY 2267 (Lat: 37.169722, Lng: -86.751667), Route carried "on" structure: County highway 1213, Year Built: 1991, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10 (year 2006), Average Future Daily Traffic: 10 (year 2026), Features Intersected: SANDY CREEK, Facility Carried by Structure: MARTIN-BAULCUMB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 16C00042N, Location: 1000' W JCT KY 2267 (Lat: 37.169722, Lng: -86.751667), Route carried "on" structure: County highway 1213, Year Built: 1991, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 10 (year 2006), Average Future Daily Traffic: 10 (year 2026), Features Intersected: SANDY CREEK, Facility Carried by Structure: MARTIN-BAULCUMB RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.315, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 16B00053N, Location: .1 MI E OF JCT KY 269 (Lat: 37.267222, Lng: -86.748056), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 8,223 (year 2020), Truck Traffic: 32%, Features Intersected: I-165, Facility Carried by Structure: KY-403
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 50.957, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 16B00053N, Location: .1 MI E OF JCT KY 269 (Lat: 37.267222, Lng: -86.748056), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 8,223 (year 2020), Truck Traffic: 32%, Features Intersected: I-165, Facility Carried by Structure: KY-403
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 50.957, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
Find on map >> Show street view
Structure Number: 16B00059L, Location: SBL I-165 OVER US 231 (Lat: 37.202778, Lng: -86.701111), Route carried "under" structure: US 231, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,430 (year 2020), Truck Traffic: 8%, Features Intersected: US 231, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 14.362, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 16B00059L, Location: SBL I-165 OVER US 231 (Lat: 37.202778, Lng: -86.701111), Route carried "under" structure: US 231, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 4,430 (year 2020), Truck Traffic: 8%, Features Intersected: US 231, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 14.362, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 16B00059R, Location: NBL OVER US 231 @ EXIT 26 (Lat: 37.203056, Lng: -86.701111), Route carried "under" structure: US 231, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,188 (year 2018), Truck Traffic: 4%, Features Intersected: US 231, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 14.384, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 16B00059R, Location: NBL OVER US 231 @ EXIT 26 (Lat: 37.203056, Lng: -86.701111), Route carried "under" structure: US 231, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 7,188 (year 2018), Truck Traffic: 4%, Features Intersected: US 231, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 14.384, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 16B00060L, Location: SBL 1 MI N-S/NTRCH US 231 (Lat: 37.214722, Lng: -86.711389), Route carried "under" structure: State highway 70, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,600 (year 2018), Truck Traffic: 10%, Features Intersected: KY 70, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 20.645, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.6m (51.2ft)
Structure Number: 16B00060L, Location: SBL 1 MI N-S/NTRCH US 231 (Lat: 37.214722, Lng: -86.711389), Route carried "under" structure: State highway 70, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,600 (year 2018), Truck Traffic: 10%, Features Intersected: KY 70, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 20.645, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.6m (51.2ft)
Find on map >> Show street view
Structure Number: 16B00060R, Location: NBL 1 MI NORH OF US 231 (Lat: 37.215000, Lng: -86.711111), Route carried "under" structure: State highway 70, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 5,204 (year 2019), Truck Traffic: 11%, Features Intersected: KY 70, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 20.666, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.6m (51.2ft)
Structure Number: 16B00060R, Location: NBL 1 MI NORH OF US 231 (Lat: 37.215000, Lng: -86.711111), Route carried "under" structure: State highway 70, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 5,204 (year 2019), Truck Traffic: 11%, Features Intersected: KY 70, Facility Carried by Structure: I-165
Minimum Vertical Clearance: 6.30m (20.67ft), Kilometerpoint: 20.666, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.6m (51.2ft)
Find on map >> Show street view
Structure Number: 16B00063N, Location: 1 MI E OF JCT US 231 (Lat: 37.187222, Lng: -86.680556), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: COOL SPRINGS RD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 40.039, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.6m (61.0ft)
Structure Number: 16B00063N, Location: 1 MI E OF JCT US 231 (Lat: 37.187222, Lng: -86.680556), Route carried "under" structure: Interstate 165, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 10,734 (year 2020), Truck Traffic: 26%, Features Intersected: I-165, Facility Carried by Structure: COOL SPRINGS RD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 40.039, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 18.6m (61.0ft)