Bridge Statistics for Central City, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 89B00047N,  Location: 1.0 MI WEST OF JCT US 431 (Lat: 37.295278,  Lng: -87.141111),  Route carried "on" structure: State highway 70,  Year Built: 1934,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 3,381 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,144 (year 2039),  Design Load: H 15,  Features Intersected: LITTLE CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.125,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $529,000,  Total Project Cost: $529,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 89B00048N,  Location: .75 MI EAST OF JCT KY 181 (Lat: 37.303056,  Lng: -87.197222),  Route carried "on" structure: State highway 70,  Year Built: 1934,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 2,098 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,846 (year 2038),  Design Load: H 15,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.803,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.71m (2.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $740,000,  Total Project Cost: $739,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 89B00058N,  Location: .1 MI S OF JCT US 62 (Lat: 37.313611,  Lng: -87.054167),  Route carried "on" structure: State highway 2695,  Year Built: 1963,  Status: Posted for load,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 33 (year 2020),  Average Future Daily Traffic: 28 (year 2040),  Design Load: H 15,  Features Intersected: WESTERN KY PKWY @ 61.86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.237,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 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: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 89B00068N,  Location: .60 MI SOU. OF JCT KY 70 (Lat: 37.291667,  Lng: -87.210833),  Route carried "on" structure: State highway 181,  Year Built: 1932,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,850 (year 2016),  Average Future Daily Traffic: 2,508 (year 2036),  Design Load: H 15,  Features Intersected: CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.391,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  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: 5.9m (19.4ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $177,000,  Total Project Cost: $177,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 89B00069N,  Location: .20 MI NOR. OF JCT KY 70 (Lat: 37.305833,  Lng: -87.213889),  Route carried "on" structure: State highway 181,  Year Built: 1932,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,986 (year 2018),  Average Future Daily Traffic: 1,747 (year 2038),  Design Load: H 15,  Features Intersected: BRANCH OF CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  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: 6.0m (19.7ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $89,000,  Total Project Cost: $88,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 89B00071N,  Location: .85 MI EAST OF JCT KY 277 (Lat: 37.326944,  Lng: -87.094444),  Route carried "on" structure: State highway 1379,  Year Built: 1952,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 363 (year 2016),  Average Future Daily Traffic: 315 (year 2036),  Design Load: H 15,  Features Intersected: NELSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.572,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 89B00092L,  Location: WBL 1.0 MI E OF US 431 NT (Lat: 37.287222,  Lng: -87.088056),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,545 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 4,272 (year 2039),  Design Load: HS 20,  Features Intersected: CLEATON-GREEN RIVER RD,  Facility Carried by Structure: WENDELL H FORD WES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.286,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.37m (1.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $618,000,  Total Project Cost: $618,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89B00092R,  Location: EBL 1.0 MI E OF US 431 NT (Lat: 37.286944,  Lng: -87.088056),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 4,545 (year 2019),  Truck Traffic: 35%,  Average Future Daily Traffic: 4,272 (year 2039),  Design Load: HS 20,  Features Intersected: CLEATON-GREEN RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.268,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.37m (1.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $618,000,  Total Project Cost: $618,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89B00094L,  Location: WBL .40 MI W OF US 62 UP (Lat: 37.273611,  Lng: -87.150833),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 4,323 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,064 (year 2040),  Design Load: H 20,  Features Intersected: P&L RAILWAY,  Facility Carried by Structure: WENDELL H FORD WES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.454,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  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

Find on map >>   Show street view

Structure Number: 89B00094R,  Location: EBL .40 MI W OF US 62 UP (Lat: 37.273333,  Lng: -87.151111),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 4,323 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,064 (year 2040),  Design Load: H 20,  Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.430,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89B00096L,  Location: WBL .25 MI W OF US 431 NT (Lat: 37.281111,  Lng: -87.115278),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 4,323 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,064 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: WENDELL H FORD WES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.748,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.52m (1.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $739,000,  Total Project Cost: $739,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89B00096R,  Location: EBL .25 MI W OF US 431 NT (Lat: 37.280833,  Lng: -87.115278),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 4,323 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,064 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.734,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.52m (1.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $739,000,  Total Project Cost: $739,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89B00109L,  Location: WBL 1.6 MI W-US 431 NTRCH (Lat: 37.274167,  Lng: -87.142222),  Route carried "on" structure: State highway 9001,  Year Built: 1983,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 4,323 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,064 (year 2040),  Design Load: HS 20,  Features Intersected: US 62,  Facility Carried by Structure: WENDELL H FORD WES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.225,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 89B00109R,  Location: EBL 1.6 MI W-US 431 NTRCH (Lat: 37.274167,  Lng: -87.142222),  Route carried "on" structure: State highway 9001,  Year Built: 1983,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 4,323 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 4,064 (year 2040),  Design Load: HS 20,  Features Intersected: US 62
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.204,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 74.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 89B00117N,  Location: 0.1 MI W JCT US 62 (Lat: 37.277222,  Lng: -87.141667),  Route carried "on" structure: US 431,  Year Built: 1985,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 5,238 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,871 (year 2038),  Design Load: HS 20,  Features Intersected: BR CYPRESS CREEK,  Facility Carried by Structure: KY-189
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.556,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 89B00118N,  Location: 0.3 MI S JCT KY 70 (Lat: 37.291667,  Lng: -87.137222),  Route carried "on" structure: US 431,  Year Built: 1985,  Status: Open,  Structure Length: 11.34m (37.20ft),  Average Daily Traffic: 5,238 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,871 (year 2038),  Design Load: HS 20,  Features Intersected: P&L RAILWAY,  Facility Carried by Structure: KY-189
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.274,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 82.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,213,000,  Total Project Cost: $2,213,000,  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: 89B00119N,  Location: 1.63 MI SW OF JCT US 431 (Lat: 37.276667,  Lng: -87.140000),  Route carried "on" structure: US 62,  Year Built: 1984,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,121 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,482 (year 2039),  Design Load: HS 20,  Features Intersected: BR CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.565,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 89B00120N,  Location: 1.95 MI SW JCT KY 431 (Lat: 37.272500,  Lng: -87.142778),  Route carried "on" structure: US 62,  Year Built: 1984,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,746 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,783 (year 2036),  Design Load: HS 20,  Features Intersected: BR CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.026,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 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: 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: September 2021

Find on map >>   Show street view

Structure Number: 89B00121N,  Location: .17 MI N OF JCT KY 70 (Lat: 37.296389,  Lng: -87.133611),  Route carried "on" structure: US 431,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,836 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,497 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BR OF CYPRESS CREEK,  Facility Carried by Structure: KY-189
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.897,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft)

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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 89B00123N,  Location: 2.1 MI N OF JCT KY 70 (Lat: 37.323889,  Lng: -87.137500),  Route carried "on" structure: US 431,  Year Built: 1986,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 4,836 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,497 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: KY-189
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.069,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 98.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 89B00131N,  Location: .4 MI. S JCT US 62 (Lat: 37.278889,  Lng: -87.122778),  Route carried "on" structure: State highway 2697,  Year Built: 2000,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 166 (year 2019),  Average Future Daily Traffic: 156 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WESTERN KY PKWAY@57.17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.245,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 89B00132L,  Location: .08 MI.S JCT US 62 (Lat: 37.281944,  Lng: -87.109444),  Route carried "on" structure: US 431,  Year Built: 2000,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 3,989 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,710 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WESTERN KY PKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.212,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 89B00132R,  Location: .08 MI.S JCT US 62 (Lat: 37.281944,  Lng: -87.109167),  Route carried "on" structure: US 431,  Year Built: 2000,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 3,989 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,710 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WESTERN KY PKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.197,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 72.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  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: 89B00133N,  Location: .7 MI. S JCT US 62 (Lat: 37.282222,  Lng: -87.102500),  Route carried "on" structure: State highway 604,  Year Built: 2000,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 533 (year 2017),  Average Future Daily Traffic: 501 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: WESTERN KY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.583,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $189,000,  Total Project Cost: $189,000,  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: 89B00136N,  Location: .25 MI E. JCT KY 277 (Lat: 37.322222,  Lng: -87.103611),  Route carried "on" structure: State highway 1379,  Year Built: 2001,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 363 (year 2016),  Average Future Daily Traffic: 315 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: FORK-NELSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.381,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 89C00038N,  Location: .97 MI S.W. OF JCT KY 70 (Lat: 37.274722,  Lng: -87.143333),  Route carried "on" structure: City street 2059,  Year Built: 1924,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 100 (year 2026),  Design Load: H 15,  Features Intersected: BR-LITTLE CYPRESS CREEK,  Facility Carried by Structure: OAK TREE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.266,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 89C00039N,  Location: 1.05 MI S.W. OF JCT KY 70 (Lat: 37.275000,  Lng: -87.142500),  Route carried "on" structure: City street 2059,  Year Built: 1924,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 100 (year 2026),  Design Load: H 15,  Features Intersected: UNNAME STREAM,  Facility Carried by Structure: OAK TREE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.327,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 89C00040N,  Location: 1.14 MI S.W. OF JCT KY 70 (Lat: 37.276111,  Lng: -87.141389),  Route carried "on" structure: City street 2059,  Year Built: 1924,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 100 (year 2026),  Design Load: H 15,  Features Intersected: BR-LITTLE CYPRESS CREEK,  Facility Carried by Structure: OAK TREE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.481,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 89C00041N,  Location: 1.19 MI S.W. OF JCT KY 70 (Lat: 37.276944,  Lng: -87.140556),  Route carried "on" structure: Other road 1036,  Year Built: 1924,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 100 (year 2026),  Design Load: H 15,  Features Intersected: BR-LITTLE CYPRESS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.134,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 89C00049N,  Location: .2 MI E KY 189 (Lat: 37.301667,  Lng: -87.137222),  Route carried "on" structure: City street 2100,  Year Built: 1992,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 100 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: LITTLE CYPRESS CREEK,  Facility Carried by Structure: WEST WHITMER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.594,  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: 11.9m (39.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 89R00601N,  Location: .20 MI NOR. OF JCT KY 602 (Lat: 37.321667,  Lng: -87.127778),  Route carried "on" structure: State highway 1031,  Year Built: 1930,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,095 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,878 (year 2039),  Design Load: H 20,  Features Intersected: PEABODY RAILROAD,  Facility Carried by Structure: US-431
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.117,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

Find on map >>   Show street view

Structure Number: 89X00900N,  Location: .40 MI EAST OF JCT KY 604 (Lat: 37.288056,  Lng: -87.088333),  Route carried "on" structure: US 62,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,896 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,668 (year 2038),  Features Intersected: CLEATON-GREEN RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.814,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.06m (0.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $52,000,  Total Project Cost: $52,000

Find on map >>   Show street view

Structure Number: 89X00905N,  Location: .1 MI S OF JCT US 62 (Lat: 37.292500,  Lng: -87.082500),  Route carried "on" structure: Other road 1005,  Year Built: 1963,  Status: Open,  Structure Length: 5.49m (18.01ft),  Design Load: H 15,  Features Intersected: WESTERN KENTUCKY PARKWAY,  Facility Carried by Structure: MONSANTO HAUL RD
Kilometerpoint: 1.452,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: Private,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Out-to-Out Width: 5.9m (19.4ft)

Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 89B00058N,  Location: .1 MI S OF JCT US 62 (Lat: 37.313611,  Lng: -87.054167),  Route carried "under" structure: State highway 9001,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,090 (year 2019),  Truck Traffic: 35%,  Features Intersected: WESTERN KY PKWY @ 61.86,  Facility Carried by Structure: KY-2695
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 99.599,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 89B00092L,  Location: WBL 1.0 MI E OF US 431 NT (Lat: 37.287222,  Lng: -87.088056),  Route carried "under" structure: Other road 1007,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2006),  Features Intersected: CLEATON-GREEN RIVER RD,  Facility Carried by Structure: WENDELL H FORD WES
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 1.038,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

Find on map >>   Show street view

Structure Number: 89B00092R,  Location: EBL 1.0 MI E OF US 431 NT (Lat: 37.286944,  Lng: -87.088056),  Route carried "under" structure: Other road 1007,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2006),  Features Intersected: CLEATON-GREEN RIVER RD,  Facility Carried by Structure: WK-9001
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 1.019,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 11.3m (37.1ft)

Find on map >>   Show street view

Structure Number: 89B00109L,  Location: WBL 1.6 MI W-US 431 NTRCH (Lat: 37.274167,  Lng: -87.142222),  Route carried "under" structure: US 62,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 13,746 (year 2016),  Truck Traffic: 8%,  Features Intersected: US 62,  Facility Carried by Structure: WENDELL H FORD WES
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 26.179,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.2m (99.1ft)

Find on map >>   Show street view

Structure Number: 89B00109R,  Location: EBL 1.6 MI W-US 431 NTRCH (Lat: 37.274167,  Lng: -87.142222),  Route carried "under" structure: US 62,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 13,746 (year 2016),  Truck Traffic: 8%,  Features Intersected: US 62,  Facility Carried by Structure: WK-9001
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 26.161,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.2m (99.1ft)

Find on map >>   Show street view

Structure Number: 89B00122N,  Location: 1.83 MI N OF JCT KY 70 (Lat: 37.320000,  Lng: -87.138056),  Route carried "under" structure: US 431,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,836 (year 2020),  Truck Traffic: 10%,  Features Intersected: KY 189,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 34.586,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

Find on map >>   Show street view

Structure Number: 89B00131N,  Location: .4 MI. S JCT US 62 (Lat: 37.278889,  Lng: -87.122778),  Route carried "under" structure: State highway 9001,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,646 (year 2020),  Truck Traffic: 25%,  Features Intersected: WESTERN KY PKWAY@57.17,  Facility Carried by Structure: KY-2697
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 92.040,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.8m (51.8ft)

Find on map >>   Show street view

Structure Number: 89B00132L,  Location: .08 MI.S JCT US 62 (Lat: 37.281944,  Lng: -87.109444),  Route carried "under" structure: State highway 9001,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 9,090 (year 2019),  Truck Traffic: 35%,  Features Intersected: WESTERN KY PKWAY,  Facility Carried by Structure: US-431-10 NC
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 93.281,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.1m (88.9ft)

Find on map >>   Show street view

Structure Number: 89B00132R,  Location: .08 MI.S JCT US 62 (Lat: 37.281944,  Lng: -87.109167),  Route carried "under" structure: State highway 9001,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 9,090 (year 2019),  Truck Traffic: 35%,  Features Intersected: WESTERN KY PKWAY,  Facility Carried by Structure: US-431
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 93.300,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.1m (88.9ft)

Find on map >>   Show street view

Structure Number: 89B00133N,  Location: .7 MI. S JCT US 62 (Lat: 37.282222,  Lng: -87.102500),  Route carried "under" structure: State highway 9001,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 9,090 (year 2019),  Truck Traffic: 35%,  Features Intersected: WESTERN KY PARKWAY,  Facility Carried by Structure: KY-604
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 93.878,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 89R00600N,  Location: 1.0 MI EAST OF JCT KY 181 (Lat: 37.303611,  Lng: -87.192500),  Route carried "under" structure: State highway 70,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 2,098 (year 2018),  Truck Traffic: 9%,  Features Intersected: PEABODY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.235,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

Find on map >>   Show street view

Structure Number: 89R00602N,  Location: .05 MI SOU. OF JCT KY 70 (Lat: 37.291944,  Lng: -87.128611),  Route carried "under" structure: State highway 277,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 3,355 (year 2020),  Features Intersected: P&L RAILWAY,  Facility Carried by Structure: WEST RESERVOIR AV
Minimum Vertical Clearance: 4.01m (13.16ft),  Kilometerpoint: 1.997,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

Find on map >>   Show street view

Structure Number: 89R00603N,  Location: .20 MI Nor. OF JCT US-431 (Lat: 37.292222,  Lng: -87.122222),  Route carried "under" structure: State highway 1031,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 9,025 (year 2018),  Truck Traffic: 6%,  Features Intersected: KY-1031,  Facility Carried by Structure: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.423,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)

Find on map >>   Show street view

Structure Number: 89R00604N,  Location: .01 MI SOU. OF JCT KY 70 (Lat: 37.291944,  Lng: -87.125556),  Route carried "under" structure: City street 2075,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,745 (year 2006),  Features Intersected: P&L RAILWAY,  Facility Carried by Structure: SANDUSKY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.095,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.6m (38.1ft)

Find on map >>   Show street view

Structure Number: 89X00900N,  Location: .40 MI EAST OF JCT KY 604 (Lat: 37.288056,  Lng: -87.088333),  Route carried "under" structure: Other road 1007,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 60 (year 2006),  Features Intersected: CLEATON-GREEN RIVER RD,  Facility Carried by Structure: US-62
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.114,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.5m (18.0ft)

Find on map >>   Show street view

Structure Number: 89X00905N,  Location: .1 MI S OF JCT US 62 (Lat: 37.292500,  Lng: -87.082500),  Route carried "under" structure: State highway 9001,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,090 (year 2019),  Truck Traffic: 35%,  Features Intersected: WESTERN KENTUCKY PARKWAY,  Facility Carried by Structure: MONSANTO HAUL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.809,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)