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

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Structure Number: 56B00185N,  Location: 0.7 MI S OF US 150 (Lat: 38.235278,  Lng: -85.751389),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: S FLOYD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.505,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.3m (99.4ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.2m (125.3ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.86m (2.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $3,712,000,  Total Project Cost: $3,711,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00186N,  Location: 0.8 MI S OF US 150 (Lat: 38.234167,  Lng: -85.751111),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: E OAK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.363,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.0m (124.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,480,000,  Total Project Cost: $2,480,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00187N,  Location: 1.3 MI N OF US 60A (Lat: 38.231389,  Lng: -85.750833),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: E ORMSBY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.043,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.9m (104.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,182,000,  Total Project Cost: $2,182,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00188N,  Location: 0.2 MI S OF US 150 (Lat: 38.243056,  Lng: -85.752778),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: COLLEGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.385,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 43.6m (143.0ft),  Out-to-Out Width: 45.4m (149.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,939,000,  Total Project Cost: $2,938,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00189N,  Location: 0.3 MI S OF US 150 (Lat: 38.241389,  Lng: -85.753056),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: E BRECKINRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.191,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,238,000,  Total Project Cost: $2,237,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00190N,  Location: 0.25 MI N OF ST CATHERINE (Lat: 38.240000,  Lng: -85.753056),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: CALDWELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.030,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.8m (107.6ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 32.8m (107.6ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.48m (1.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,238,000,  Total Project Cost: $2,237,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00191N,  Location: 0.5 MI S OF US 31E (Lat: 38.246111,  Lng: -85.752222),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1980,  Status: Posted for load,  Structure Length: 36.82m (120.80ft),  Average Daily Traffic: 84,001 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 89,881 (year 2032),  Design Load: HS 20,  Features Intersected: JACOB, BROADWAY, GRAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.701,  Lanes on structure: 6,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.3m (99.4ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.68m (12.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $19,080,000,  Total Project Cost: $19,080,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00192N,  Location: 0.18 MI N OF US 150 (Lat: 38.248333,  Lng: -85.752222),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 13.27m (43.54ft),  Average Daily Traffic: 84,001 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 89,881 (year 2032),  Design Load: HS 20,  Features Intersected: E CHESTNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 217.962,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,846,000,  Total Project Cost: $5,845,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00193N,  Location: 0.15 MI N OF E CHESTNUT (Lat: 38.250278,  Lng: -85.751389),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 84,001 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 89,881 (year 2032),  Design Load: H 20,  Features Intersected: BROOK ST & MUHAMMAD ALI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.201,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 44.0m (144.4ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,368,000,  Total Project Cost: $5,367,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00194N,  Location: 0.1 MI S OF 1ST ST (Lat: 38.250556,  Lng: -85.751944),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 84,001 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 89,881 (year 2032),  Design Load: HS 20,  Features Intersected: E MUHAMMAD ALI BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.229,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $212,000,  Total Project Cost: $212,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00195R,  Location: 0.15 MI N OF MUH ALI BLVD (Lat: 38.251389,  Lng: -85.748611),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 42,001 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,941 (year 2032),  Design Load: HS 20,  Features Intersected: S FLOYD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.476,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,067,000,  Total Project Cost: $1,067,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00196N,  Location: 0.1 MI N OF E JEFFERSON (Lat: 38.252500,  Lng: -85.748333),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 84,001 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 89,881 (year 2032),  Design Load: HS 20,  Features Intersected: S FLOYD ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.470,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $606,000,  Total Project Cost: $606,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00197R,  Location: 0.2 MI N OF MUH ALI BLVD (Lat: 38.251944,  Lng: -85.747778),  Route carried "on" structure: Interstate 65,  Year Built: 1963,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 42,001 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 44,941 (year 2032),  Design Load: HS 20,  Features Intersected: E LIBERTY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 218.571,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 92.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,372,000,  Total Project Cost: $1,372,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00205N,  Location: 500 FT N OF CRITTENDEN DR (Lat: 38.208611,  Lng: -85.752222),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 100,741 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,792 (year 2040),  Design Load: HS 20,  Features Intersected: NS RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.475,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.5m (103.3ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.1m (105.3ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00206N,  Location: 0.35 MI S OF OAK ST NTRCH (Lat: 38.229167,  Lng: -85.751389),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: WOODBINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.795,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,621,000,  Total Project Cost: $1,620,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00207N,  Location: 0.4 MI S OF OAK ST NTRCH (Lat: 38.228056,  Lng: -85.751389),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: I-65 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.683,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,760,000,  Total Project Cost: $1,760,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00208N,  Location: AT WOODBINE ST (Lat: 38.228056,  Lng: -85.751111),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1957,  Status: Open,  Structure Length: 4.25m (13.94ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: I-65 SB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.678,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $480,000,  Total Project Cost: $479,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00209N,  Location: 0.45 MI N OF I-264 NTRCH (Lat: 38.196667,  Lng: -85.733611),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 100,741 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,792 (year 2040),  Design Load: HS 20,  Features Intersected: PHILLIPS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.218,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 38.7m (127.0ft),  Out-to-Out Width: 40.5m (132.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.44m (1.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,823,000,  Total Project Cost: $1,823,000,  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: 56B00210N,  Location: 0.55 MI N OF I-264 NTRCH (Lat: 38.197500,  Lng: -85.733889),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 100,741 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,792 (year 2040),  Design Load: HS 20,  Features Intersected: MANNING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.305,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 36.3m (119.1ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,319,000,  Total Project Cost: $2,319,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00211N,  Location: 0.6 MI N OF I-264 NTRCH (Lat: 38.198889,  Lng: -85.734167),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 100,741 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,792 (year 2040),  Design Load: HS 20,  Features Intersected: KFEC GATE 6 DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 211.469,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 36.4m (119.4ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.46m (1.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,840,000,  Total Project Cost: $1,840,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00212N,  Location: 0.7 MI S OF US 60A (Lat: 38.206111,  Lng: -85.745000),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 100,741 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,792 (year 2040),  Design Load: HS 20,  Features Intersected: BRADLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 212.770,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $1,671,000,  Total Project Cost: $1,671,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00213N,  Location: 0.3 MI S OF US 60A NTRCH (Lat: 38.207500,  Lng: -85.750833),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 100,741 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,792 (year 2040),  Design Load: HS 20,  Features Intersected: KY 1631 (CRITTENDEN DR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.323,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $2,900,000,  Total Project Cost: $2,899,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 56B00214L,  Location: AT KY/IN STATE LINE (Lat: 38.264722,  Lng: -85.743611),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 76.15m (249.84ft),  Average Daily Traffic: 60,500 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 64,735 (year 2028),  Design Load: HS 20,  Features Intersected: OHIO RIVER
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 220.297,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: State Toll Authority,  Approaching Roadway Width: 27.8m (91.2ft),  Navigation Control: Yes ( Vertical Clearance: 22.0m (72.2ft), Horizontal Clearance: 207.1m (679.5ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 213.4m (700.1ft),  Curb-To-Curb Width: 27.8m (91.2ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $86,929,000,  Total Project Cost: $86,929,000,  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: 56B00227L,  Location: 0.2 MI E OF I-64 NTRCH (Lat: 38.272222,  Lng: -85.808333),  Route carried "on" structure: Interstate 264,  Year Built: 1962,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 19,356 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,711 (year 2032),  Design Load: H 20,  Features Intersected: KY 3082 (BANK ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $599,000,  Total Project Cost: $599,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00227R,  Location: 0.2 MI E OF I-64 NTRCH (Lat: 38.271944,  Lng: -85.808889),  Route carried "on" structure: Interstate 264,  Year Built: 1962,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 19,356 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,711 (year 2032),  Design Load: H 20,  Features Intersected: KY 3082 (BANK ST)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.546,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $599,000,  Total Project Cost: $599,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00252N,  Location: 0.4 MI W OF KY 2056 (Lat: 38.227778,  Lng: -85.821667),  Route carried "on" structure: Interstate 264,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 59,179 (year 2020),  Average Future Daily Traffic: 63,321 (year 2040),  Design Load: HS 20,  Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.913,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.5m (106.6ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 32.5m (106.6ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 56B00260N,  Location: 0.25 MI E OF KY 1932 (Lat: 38.230278,  Lng: -85.632778),  Route carried "on" structure: Interstate 264,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 166,324 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 177,966 (year 2038),  Design Load: HS 20,  Features Intersected: WEICHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.235,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 56.9m (186.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 56B00262N,  Location: 0.8 MI N OF DUTCHMANS LN (Lat: 38.235833,  Lng: -85.658333),  Route carried "on" structure: State highway 2048,  Year Built: 1969,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 13,864 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,893 (year 2040),  Design Load: H 15,  Features Intersected: I-64&MID FK BEARGRASS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.045,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00263R,  Location: 1.4 MI W OF KY 1865 NTRCH (Lat: 38.185556,  Lng: -85.808889),  Route carried "on" structure: Interstate 264,  Year Built: 1974,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 40,501 (year 2020),  Average Future Daily Traffic: 43,336 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.403,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00265L,  Location: 0.2 MI E OF US 31W NTRCH (Lat: 38.185556,  Lng: -85.808611),  Route carried "on" structure: Interstate 264,  Year Built: 1974,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 40,501 (year 2020),  Average Future Daily Traffic: 43,336 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.579,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.4m (83.3ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00271N,  Location: 1.4 MI W OF KY 1865 NTRCH (Lat: 38.185833,  Lng: -85.808611),  Route carried "on" structure: Ramp Interstate 264,  Year Built: 1974,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 81,002 (year 2020),  Average Future Daily Traffic: 86,672 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.427,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00273N,  Location: 1.4 MI W OF KY 1865 NTRCH (Lat: 38.185278,  Lng: -85.809167),  Route carried "on" structure: Ramp Interstate 264,  Year Built: 1974,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 81,002 (year 2020),  Average Future Daily Traffic: 86,672 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.381,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00276N,  Location: 1.75 MI W OF US 150 NTRCH (Lat: 38.274444,  Lng: -85.808611),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 65,180 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,742 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: KY 3064 (NORTHWESTERN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.730,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00277N,  Location: 0.15 MI E OF N 36TH ST (Lat: 38.274444,  Lng: -85.809167),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 65,180 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,742 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: KY 3064 (NORTHWESTERN)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.629,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 56B00278N,  Location: 1.0 MI E OF IN STATE LINE (Lat: 38.276111,  Lng: -85.809167),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 65,180 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,742 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I-64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.656,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $837,000,  Total Project Cost: $837,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00279N,  Location: 0.11 E OF SR 111 INDIANA (Lat: 38.278611,  Lng: -85.821944),  Route carried "on" structure: Interstate 64,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 62.58m (205.31ft),  Average Daily Traffic: 81,936 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,129 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: OHIO RIVER, W WATER ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.280,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Navigation Control: Yes ( Vertical Clearance: 23.8m (78.1ft), Horizontal Clearance: 30.5m (100.1ft)),  Material/Design: Steel,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 4,  Length of Maximum Span: 243.8m (799.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.34m (17.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Underwater Inspection Date: September 2019,  Bridge Improvement Cost: $10,628,000,  Total Project Cost: $10,627,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56B00281N,  Location: 1.45 MI E OF I-264 NTRCH (Lat: 38.270278,  Lng: -85.782778),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 81,936 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 87,671 (year 2036),  Design Load: HS 20,  Features Intersected: NORTHWESTERN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.78m (2.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $886,000,  Total Project Cost: $886,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00282N,  Location: 1.45 MI E OF I-264 NTRCH (Lat: 38.270000,  Lng: -85.782222),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Posted for load,  Structure Length: 15.27m (50.10ft),  Average Daily Traffic: 65,180 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 69,742 (year 2037),  Design Load: HS 20,  Features Intersected: 22ND ST & NORTHWESTERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.410,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.8m (101.0ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 30.1m (98.8ft),  Out-to-Out Width: 31.8m (104.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 17.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 13.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: 1.53m (5.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $6,500,000,  Total Project Cost: $6,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous