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

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Structure Number: 56B00063L,  Location: 0.3 MI N OF ZORN AV NTRCH (Lat: 38.276944,  Lng: -85.694167),  Route carried "on" structure: Interstate 71,  Year Built: 1967,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 30,689 (year 2020),  Average Future Daily Traffic: 32,837 (year 2040),  Design Load: HS 20,  Features Intersected: MOCKINGBIRD VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.225,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: 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: January 2021,  Bridge Improvement Cost: $1,012,000,  Total Project Cost: $1,012,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00063R,  Location: 0.3 MI N OF ZORN AV NTRCH (Lat: 38.276667,  Lng: -85.694167),  Route carried "on" structure: Interstate 71,  Year Built: 1967,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 30,689 (year 2020),  Average Future Daily Traffic: 32,837 (year 2040),  Design Load: HS 20,  Features Intersected: MOCKINGBIRD VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.201,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.3m (53.5ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 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: 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: January 2021,  Bridge Improvement Cost: $1,012,000,  Total Project Cost: $1,012,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00133N,  Location: 1.1 MI N OF I-264 NTRCH (Lat: 38.209444,  Lng: -85.716667),  Route carried "on" structure: State highway 864,  Year Built: 1963,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 13,252 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,324 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.998,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.9m (68.6ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Good,  Culverts: Fair,  Inventory Rating: 94.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 56B00134N,  Location: 250 FT W OF MELLWOOD AVE (Lat: 38.258056,  Lng: -85.720278),  Route carried "on" structure: US 60,  Year Built: 1915,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 8,749 (year 2020),  Average Future Daily Traffic: 8,224 (year 2040),  Features Intersected: BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.124,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $406,000,  Total Project Cost: $406,000

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Structure Number: 56B00135N,  Location: 0.2 MI E GRINSTEAD DR (Lat: 38.245000,  Lng: -85.698056),  Route carried "on" structure: Alternate US 60,  Year Built: 1970,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 14,441 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,430 (year 2036),  Design Load: HS 20,  Features Intersected: MID FK BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.201,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 56B00136N,  Location: AT KY/IN STATE LINE (Lat: 38.263611,  Lng: -85.751667),  Route carried "on" structure: US 31,  Year Built: 1929,  Year Reconstructed: 1958,  Status: Posted for load,  Structure Length: 150.14m (492.59ft),  Average Daily Traffic: 14,800 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,912 (year 2029),  Design Load: H 15,  Features Intersected: OHIO RIVER
Minimum Vertical Clearance: 6.48m (21.26ft),  Kilometerpoint: 1.004,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 21.5m (70.5ft), Horizontal Clearance: 244.3m (801.5ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 21,  Length of Maximum Span: 249.9m (819.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 17.52m (57.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $34,488,000,  Total Project Cost: $34,488,000,  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: 56B00137N,  Location: 250 FT N OF LEXINGTON RD (Lat: 38.249167,  Lng: -85.731111),  Route carried "on" structure: US 31,  Year Built: 1926,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,089 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,543 (year 2040),  Features Intersected: S FORK BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.326,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $382,000,  Total Project Cost: $382,000

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Structure Number: 56B00138N,  Location: 0.4 MI E OF S 3RD STREET (Lat: 38.213333,  Lng: -85.756667),  Route carried "on" structure: Alternate US 60,  Year Built: 1954,  Year Reconstructed: 2010,  Status: Posted for load,  Structure Length: 24.20m (79.40ft),  Average Daily Traffic: 4,079 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,793 (year 2037),  Design Load: HS 20,  Features Intersected: CSX RR, FLOYD & BROOK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.987,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $6,576,000,  Total Project Cost: $6,576,000,  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: 56B00141R,  Location: 0.15 MI E OF STORY AVE (Lat: 38.256667,  Lng: -85.721667),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 15.69m (51.48ft),  Average Daily Traffic: 37,300 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,911 (year 2031),  Design Load: HS 20,  Features Intersected: US 42 EB & BEARGRASS CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.784,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.57m (5.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,056,000,  Total Project Cost: $2,056,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00142N,  Location: 1.0 MI E OF US 31W NTRCH (Lat: 38.258889,  Lng: -85.748889),  Route carried "on" structure: Interstate 64,  Year Built: 1965,  Status: Open,  Structure Length: 63.19m (207.32ft),  Average Daily Traffic: 90,900 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 97,263 (year 2030),  Design Load: HS 20,  Features Intersected: KY 3077 (RIVER RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.027,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 26,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 8.7 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: 6.8 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.32m (20.73ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $12,205,000,  Total Project Cost: $12,204,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00143L,  Location: 0.3 MI W OF KY 2048 NTRCH (Lat: 38.237778,  Lng: -85.664722),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 41,276 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,165 (year 2038),  Design Load: HS 20,  Features Intersected: OLD CANNONS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.007,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $315,000,  Total Project Cost: $315,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00143R,  Location: 0.3 MI W OF KY 2048 NTRCH (Lat: 38.237778,  Lng: -85.664444),  Route carried "on" structure: Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 41,276 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,165 (year 2038),  Design Load: HS 20,  Features Intersected: OLD CANNONS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.398,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.8 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $315,000,  Total Project Cost: $315,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00144N,  Location: 0.75 MI S OF KY 2048 (Lat: 38.239444,  Lng: -85.675556),  Route carried "on" structure: City street 1004,  Year Built: 1970,  Status: Posted for load,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 5,267 (year 2020),  Average Future Daily Traffic: 4,898 (year 2040),  Design Load: H 15,  Features Intersected: I-64,  Facility Carried by Structure: PEE WEE REESE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.169,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00146L,  Location: 0.25 MI S OF US 60A (Lat: 38.242222,  Lng: -85.687500),  Route carried "on" structure: City street 1044,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 2,759 (year 2006),  Average Future Daily Traffic: 2,038 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-64 WB,  Facility Carried by Structure: ALTA VISTA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.349,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.7m (64.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56B00146R,  Location: 0.25 MI S OF US 60A (Lat: 38.241944,  Lng: -85.687500),  Route carried "on" structure: City street 1044,  Year Built: 1970,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 2,759 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-64 EB,  Facility Carried by Structure: ALTA VISTA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.378,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.6m (64.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 56B00147L,  Location: 2.0 MI E OF CANNONS LN (Lat: 38.242500,  Lng: -85.694167),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 41,276 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,165 (year 2038),  Design Load: HS 20,  Features Intersected: BEALS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.338,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $370,000,  Total Project Cost: $370,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00147R,  Location: 2.0 MI E OF CANNONS LN (Lat: 38.242222,  Lng: -85.694444),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 41,276 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,165 (year 2038),  Design Load: HS 20,  Features Intersected: BEALS BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.749,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $370,000,  Total Project Cost: $370,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00148L,  Location: 1.6 MI E OF US 42 NTRCH (Lat: 38.245000,  Lng: -85.697500),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 41,276 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,165 (year 2038),  Design Load: HS 20,  Features Intersected: US 60A (LEXINGTON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.938,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 96.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: 0.26m (0.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $476,000,  Total Project Cost: $476,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00148R,  Location: 1.6 MI E OF US 42 NTRCH (Lat: 38.245000,  Lng: -85.697778),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 2.70m (8.86ft),  Average Daily Traffic: 41,276 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,165 (year 2038),  Design Load: HS 20,  Features Intersected: US 60A (LEXINGTON RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.335,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 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: 0.26m (0.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $476,000,  Total Project Cost: $476,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00149L,  Location: 1.35 MI E OF US 42 NTRCH (Lat: 38.247222,  Lng: -85.700278),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 37,300 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,911 (year 2031),  Design Load: HS 20,  Features Intersected: GRINSTEAD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.566,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $353,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00149R,  Location: 1.35 MI E OF US 42 NTRCH (Lat: 38.247222,  Lng: -85.700556),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 41,276 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,165 (year 2038),  Design Load: HS 20,  Features Intersected: GRINSTEAD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.989,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.27m (0.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $353,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00150N,  Location: 0.2 MI N OF LEXINGTON RD (Lat: 38.252222,  Lng: -85.717778),  Route carried "on" structure: Bypass City street 1007,  Year Built: 1968,  Status: Posted for load,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 9,193 (year 2020),  Average Future Daily Traffic: 8,549 (year 2040),  Design Load: HS 20,  Features Intersected: I-64,  Facility Carried by Structure: PAYNE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.365,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00151R,  Location: 0.1 MI W OF US 42 EB NTRC (Lat: 38.258056,  Lng: -85.723056),  Route carried "on" structure: Interstate 64,  Year Built: 1968,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 37,300 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 39,911 (year 2031),  Design Load: HS 20,  Features Intersected: US 42 WB (STORY AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.591,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $268,000,  Total Project Cost: $268,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00161N,  Location: 0.75 MI W OF I-265 NTRCH (Lat: 38.275556,  Lng: -85.818056),  Route carried "on" structure: Interstate 64,  Year Built: 1962,  Status: Open,  Structure Length: 103.17m (338.48ft),  Average Daily Traffic: 81,936 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 87,671 (year 2036),  Design Load: HS 20,  Features Intersected: SHAWNEE GOLF COURSE
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.777,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 27,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.3 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: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00163N,  Location: 0.15 MI E OF CANNONS LN (Lat: 38.235556,  Lng: -85.659722),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1969,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 47,752 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 51,094 (year 2040),  Design Load: HS 20,  Features Intersected: MID FK BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.858,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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,  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: 56B00166L,  Location: 1.75 MI N OF I-64 NTRCH (Lat: 38.266667,  Lng: -85.709722),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 31,769 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,993 (year 2040),  Design Load: HS 20,  Features Intersected: EDITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.460,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $690,000,  Total Project Cost: $690,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00166R,  Location: 1.75 MI N OF I-64 NTRCH (Lat: 38.266667,  Lng: -85.709444),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 31,769 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,993 (year 2040),  Design Load: HS 20,  Features Intersected: EDITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.426,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.42m (1.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $690,000,  Total Project Cost: $690,000,  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: 56B00167L,  Location: 3.3 MI S OF I-264 (Lat: 38.275000,  Lng: -85.697222),  Route carried "on" structure: Interstate 71,  Year Built: 1967,  Status: Open,  Structure Length: 8.37m (27.46ft),  Average Daily Traffic: 30,689 (year 2020),  Average Future Daily Traffic: 32,837 (year 2040),  Design Load: HS 20,  Features Intersected: ZORN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.873,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,080,000,  Total Project Cost: $1,080,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00167R,  Location: 3.3 MI S OF I-264 (Lat: 38.274722,  Lng: -85.697222),  Route carried "on" structure: Interstate 71,  Year Built: 1967,  Status: Open,  Structure Length: 8.37m (27.46ft),  Average Daily Traffic: 30,689 (year 2020),  Average Future Daily Traffic: 32,837 (year 2040),  Design Load: HS 20,  Features Intersected: ZORN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.844,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,080,000,  Total Project Cost: $1,080,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00168L,  Location: 1.4 MI S OF ZORN AVE (Lat: 38.264167,  Lng: -85.715000),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 31,769 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,993 (year 2040),  Design Load: HS 20,  Features Intersected: OLD RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.903,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00168R,  Location: 1.2 MI S OF ZORN AVE (Lat: 38.264167,  Lng: -85.715000),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 31,769 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,993 (year 2040),  Design Load: HS 20,  Features Intersected: OLD RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 56B00169L,  Location: 1.4 MI S OF ZORN AVE (Lat: 38.263333,  Lng: -85.718611),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 31,769 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,993 (year 2040),  Design Load: HS 20,  Features Intersected: BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.570,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 56B00169R,  Location: 1.4 MI S OF ZORN AVE (Lat: 38.263056,  Lng: -85.718611),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 31,769 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,993 (year 2040),  Design Load: HS 20,  Features Intersected: BEARGRASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.528,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 56B00179N,  Location: 1.0 MI N OF US 60A (Lat: 38.226111,  Lng: -85.751389),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 10.29m (33.76ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: HILL, CSX RR & BURNETT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 215.456,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.7m (107.3ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $5,303,000,  Total Project Cost: $5,303,000,  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: 56B00180N,  Location: 2.1 MI N OF I-264 NTRCH (Lat: 38.212222,  Lng: -85.752778),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: US 60A (EASTERN PKWY)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 213.904,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.6m (123.4ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: 0.65m (2.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,138,000,  Total Project Cost: $3,137,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00181N,  Location: 0.15 MI N OF US 60A (Lat: 38.214444,  Lng: -85.752500),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: UNIVERSITY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.143,  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.38m (1.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,595,000,  Total Project Cost: $1,595,000,  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: 56B00182N,  Location: 0.4 MI N OF US 60A (Lat: 38.218333,  Lng: -85.752222),  Route carried "on" structure: Interstate 65,  Year Built: 1957,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: KY 61 (E BRANDEIS AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 214.585,  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: 17.7m (58.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 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: 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: $1,747,000,  Total Project Cost: $1,747,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00183N,  Location: 0.5 MI S OF US 150 (Lat: 38.238333,  Lng: -85.753056),  Route carried "on" structure: Interstate 65,  Year Built: 1959,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 14.04m (46.06ft),  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 KENTUCKY & S BROOK ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.870,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 26.6 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: 20.4 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.08m (3.54ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Bridge Improvement Cost: $5,014,000,  Total Project Cost: $5,013,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56B00184N,  Location: 0.4 MI S OF E BRECKINRDGE (Lat: 38.236667,  Lng: -85.752222),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 96,754 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 103,526 (year 2040),  Design Load: HS 20,  Features Intersected: ST CATHERINE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 216.651,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.3m (99.4ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  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: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,209,000,  Total Project Cost: $2,209,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing