Bridge Statistics for La Center, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 135ft / 40.6mTotal length
- $1,181,000Total costs
- 29,887Total average daily traffic
- 3,598Total average daily truck traffic
- 27,743Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for La Center
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21940-1949
- 21950-1959
- 11960-1969
- 11970-1979
- 41980-1989
- 61990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.3%Very good
- 37.5%Good
- 43.8%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 18.8%Very good
- 31.3%Good
- 43.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 18.8%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- 12.5%Poor
- 6.3%Failed
- Bridge Condition - Channel
- 26.3%Good
- 36.8%Satisfactory
- 31.6%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 4B00011N, Location: 1.6 MI EAST OF JCT KY 358 (Lat: 37.079444, Lng: -88.944167), Route carried "on" structure: US 60, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Design Load: H 15, Features Intersected: FRAZIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.138, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Fair, 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: 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: May 2021
Structure Number: 4B00011N, Location: 1.6 MI EAST OF JCT KY 358 (Lat: 37.079444, Lng: -88.944167), Route carried "on" structure: US 60, Year Built: 1929, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Design Load: H 15, Features Intersected: FRAZIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.138, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Fair, 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: 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: May 2021
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Structure Number: 4B00012N, Location: 1.8 MI E OF JCT KY 358 (Lat: 37.079444, Lng: -88.943333), Route carried "on" structure: US 60, Year Built: 1929, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Features Intersected: BRANCH FRAZIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 4B00012N, Location: 1.8 MI E OF JCT KY 358 (Lat: 37.079444, Lng: -88.943333), Route carried "on" structure: US 60, Year Built: 1929, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Features Intersected: BRANCH FRAZIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.205, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 4B00022N, Location: .80 MI NOR. OF JCT US 60 (Lat: 37.086667, Lng: -88.975278), Route carried "on" structure: State highway 358, Year Built: 1941, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: H 15, Features Intersected: HUMPHREYS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.420, 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: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $297,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4B00022N, Location: .80 MI NOR. OF JCT US 60 (Lat: 37.086667, Lng: -88.975278), Route carried "on" structure: State highway 358, Year Built: 1941, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: H 15, Features Intersected: HUMPHREYS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.420, 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: 3, Length of Maximum Span: 9.1m (29.9ft), 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: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $297,000, Total Project Cost: $297,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4B00023N, Location: 1.25 MI NOR. OF JCT US 60 (Lat: 37.092222, Lng: -88.975000), Route carried "on" structure: State highway 358, Year Built: 1941, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: H 15, Features Intersected: HUMPHREYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: Superior to present desirable 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: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $575,000, Total Project Cost: $575,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4B00023N, Location: 1.25 MI NOR. OF JCT US 60 (Lat: 37.092222, Lng: -88.975000), Route carried "on" structure: State highway 358, Year Built: 1941, Status: Posted for load, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 1,308 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: H 15, Features Intersected: HUMPHREYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: Superior to present desirable 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: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $575,000, Total Project Cost: $575,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4B00047N, Location: .40 MI NOR. OF JCT KY 136 (Lat: 37.036389, Lng: -88.986111), Route carried "on" structure: State highway 1290, Year Built: 1953, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 466 (year 2018), Average Future Daily Traffic: 410 (year 2038), Design Load: H 15, Features Intersected: SHAWNEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4B00047N, Location: .40 MI NOR. OF JCT KY 136 (Lat: 37.036389, Lng: -88.986111), Route carried "on" structure: State highway 1290, Year Built: 1953, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 466 (year 2018), Average Future Daily Traffic: 410 (year 2038), Design Load: H 15, Features Intersected: SHAWNEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.898, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4B00048N, Location: 1.5 MI N.W. OF JCT KY 358 (Lat: 37.115000, Lng: -88.986667), Route carried "on" structure: State highway 310, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 321 (year 2018), Average Future Daily Traffic: 282 (year 2038), Design Load: H 15, Features Intersected: UNNAME STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: April 2021
Structure Number: 4B00048N, Location: 1.5 MI N.W. OF JCT KY 358 (Lat: 37.115000, Lng: -88.986667), Route carried "on" structure: State highway 310, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 321 (year 2018), Average Future Daily Traffic: 282 (year 2038), Design Load: H 15, Features Intersected: UNNAME STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: April 2021
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Structure Number: 4B00057N, Location: .60 MI EAST OF JCT KY 358 (Lat: 37.076111, Lng: -88.960833), Route carried "on" structure: US 60, Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Design Load: HS 20, Features Intersected: FORK OF HUMPHREY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4B00057N, Location: .60 MI EAST OF JCT KY 358 (Lat: 37.076111, Lng: -88.960833), Route carried "on" structure: US 60, Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Design Load: HS 20, Features Intersected: FORK OF HUMPHREY CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 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: 4B00058N, Location: 1.0 MI EAST OF JCT KY 358 (Lat: 37.077500, Lng: -88.955833), Route carried "on" structure: US 60, Year Built: 1985, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Design Load: HS 20, Features Intersected: HUMPHREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.071, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4B00058N, Location: 1.0 MI EAST OF JCT KY 358 (Lat: 37.077500, Lng: -88.955833), Route carried "on" structure: US 60, Year Built: 1985, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 4,714 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 4,431 (year 2040), Design Load: HS 20, Features Intersected: HUMPHREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.071, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 82.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 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: 4B00064N, Location: .4 MI. W JCT KY 802 (Lat: 37.069722, Lng: -88.983056), Route carried "on" structure: US 60, Year Built: 1998, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 5,547 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 5,214 (year 2039), Design Load: HS 25 or greater, Features Intersected: W.FK. HUMPHREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.485, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4B00064N, Location: .4 MI. W JCT KY 802 (Lat: 37.069722, Lng: -88.983056), Route carried "on" structure: US 60, Year Built: 1998, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 5,547 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 5,214 (year 2039), Design Load: HS 25 or greater, Features Intersected: W.FK. HUMPHREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.485, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 93.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 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: 4B00065N, Location: .06 MI. N. JCT US 60 (Lat: 37.080000, Lng: -88.942500), Route carried "on" structure: State highway 310, Year Built: 1999, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 277 (year 2016), Average Future Daily Traffic: 243 (year 2036), Design Load: HS 25 or greater, Features Intersected: FRAZIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, 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: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), 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: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4B00065N, Location: .06 MI. N. JCT US 60 (Lat: 37.080000, Lng: -88.942500), Route carried "on" structure: State highway 310, Year Built: 1999, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 277 (year 2016), Average Future Daily Traffic: 243 (year 2036), Design Load: HS 25 or greater, Features Intersected: FRAZIER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.098, 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: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), 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: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4B00067N, Location: .85 MI SE OF JCT US 60 (Lat: 37.066944, Lng: -88.962500), Route carried "on" structure: State highway 358, Year Built: 2002, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 265 (year 2020), Average Future Daily Traffic: 233 (year 2040), Design Load: HS 25 or greater, Features Intersected: FORK OF HUMPHREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.518, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4B00067N, Location: .85 MI SE OF JCT US 60 (Lat: 37.066944, Lng: -88.962500), Route carried "on" structure: State highway 358, Year Built: 2002, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 265 (year 2020), Average Future Daily Traffic: 233 (year 2040), Design Load: HS 25 or greater, Features Intersected: FORK OF HUMPHREY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.518, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4C00002N, Location: .1 MI E OF JCT KY 358 (Lat: 37.065000, Lng: -88.931111), Route carried "on" structure: County highway 1002, Year Built: 1975, Status: Closed, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 222 (year 2010), Average Future Daily Traffic: 193 (year 2030), Design Load: H 20, Features Intersected: HUMPHREY CREEK, Facility Carried by Structure: BROOKING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Failed, Channel: Fair, Operating Rating: 0.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 0.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.41m (1.35ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $309,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4C00002N, Location: .1 MI E OF JCT KY 358 (Lat: 37.065000, Lng: -88.931111), Route carried "on" structure: County highway 1002, Year Built: 1975, Status: Closed, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 222 (year 2010), Average Future Daily Traffic: 193 (year 2030), Design Load: H 20, Features Intersected: HUMPHREY CREEK, Facility Carried by Structure: BROOKING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Failed, Channel: Fair, Operating Rating: 0.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 0.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.41m (1.35ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $309,000, Total Project Cost: $309,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4C00041N, Location: 1 MI W OF JCT KY 358 (Lat: 37.079444, Lng: -88.994722), Route carried "on" structure: County highway 1302, Year Built: 1968, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 430 (year 2010), Average Future Daily Traffic: 374 (year 2030), Design Load: H 20, Features Intersected: BR OF LTTL HUMPHREY CRK, Facility Carried by Structure: HAZELWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C00041N, Location: 1 MI W OF JCT KY 358 (Lat: 37.079444, Lng: -88.994722), Route carried "on" structure: County highway 1302, Year Built: 1968, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 430 (year 2010), Average Future Daily Traffic: 374 (year 2030), Design Load: H 20, Features Intersected: BR OF LTTL HUMPHREY CRK, Facility Carried by Structure: HAZELWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C00063N, Location: 0.7 MI. NORTH JCT KY 1368 (Lat: 37.043056, Lng: -89.000556), Route carried "on" structure: County highway 1201, Year Built: 1987, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 297 (year 2010), Average Future Daily Traffic: 258 (year 2030), Design Load: HS 20, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: WAYSIDE INN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.512, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4C00063N, Location: 0.7 MI. NORTH JCT KY 1368 (Lat: 37.043056, Lng: -89.000556), Route carried "on" structure: County highway 1201, Year Built: 1987, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 297 (year 2010), Average Future Daily Traffic: 258 (year 2030), Design Load: HS 20, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: WAYSIDE INN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.512, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4C00064N, Location: 1.5 MI E OF JCT KY 802 (Lat: 37.054167, Lng: -88.955833), Route carried "on" structure: County highway 1101, Year Built: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 32 (year 2010), Average Future Daily Traffic: 27 (year 2030), Features Intersected: LITTLE HUMPHREY CR, Facility Carried by Structure: ALBERT HOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), 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: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C00064N, Location: 1.5 MI E OF JCT KY 802 (Lat: 37.054167, Lng: -88.955833), Route carried "on" structure: County highway 1101, Year Built: 1988, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 32 (year 2010), Average Future Daily Traffic: 27 (year 2030), Features Intersected: LITTLE HUMPHREY CR, Facility Carried by Structure: ALBERT HOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.400, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), 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: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C00070N, Location: 0.6 MI N. US 60 (Lat: 37.087222, Lng: -88.932778), Route carried "on" structure: County highway 1039, Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 34 (year 2030), Design Load: H 20, Features Intersected: BR OF HUMPHREY CREEK, Facility Carried by Structure: PACE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: Poor, Channel: Poor, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C00070N, Location: 0.6 MI N. US 60 (Lat: 37.087222, Lng: -88.932778), Route carried "on" structure: County highway 1039, Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 34 (year 2030), Design Load: H 20, Features Intersected: BR OF HUMPHREY CREEK, Facility Carried by Structure: PACE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.993, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), 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: Poor, Channel: Poor, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C00074N, Location: 1 MI WEST- KY 802 (Lat: 37.014722, Lng: -88.976389), Route carried "on" structure: County highway 1130, Year Built: 1993, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 54 (year 2010), Average Future Daily Traffic: 46 (year 2030), Design Load: HS 25 or greater, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: KNIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.734, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4C00074N, Location: 1 MI WEST- KY 802 (Lat: 37.014722, Lng: -88.976389), Route carried "on" structure: County highway 1130, Year Built: 1993, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 54 (year 2010), Average Future Daily Traffic: 46 (year 2030), Design Load: HS 25 or greater, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: KNIGHT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.734, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4C00075N, Location: .4 MI E JCT KY 1290 (Lat: 37.028056, Lng: -88.979444), Route carried "on" structure: County highway 1131, Year Built: 1994, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 26 (year 2030), Design Load: HS 25 or greater, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: STEWART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4C00075N, Location: .4 MI E JCT KY 1290 (Lat: 37.028056, Lng: -88.979444), Route carried "on" structure: County highway 1131, Year Built: 1994, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 30 (year 2010), Average Future Daily Traffic: 26 (year 2030), Design Load: HS 25 or greater, Features Intersected: SHAWNEE CREEK, Facility Carried by Structure: STEWART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4C00080N, Location: .4 MI W. JCT KY 358 (Lat: 37.076389, Lng: -88.981944), Route carried "on" structure: County highway 1302, Year Built: 1997, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 434 (year 2010), Average Future Daily Traffic: 377 (year 2030), Design Load: HS 25 or greater, Features Intersected: BRANCH LITTLE HUMPHREY C, Facility Carried by Structure: HAZELWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 4C00080N, Location: .4 MI W. JCT KY 358 (Lat: 37.076389, Lng: -88.981944), Route carried "on" structure: County highway 1302, Year Built: 1997, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 434 (year 2010), Average Future Daily Traffic: 377 (year 2030), Design Load: HS 25 or greater, Features Intersected: BRANCH LITTLE HUMPHREY C, Facility Carried by Structure: HAZELWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete