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

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Structure Number: 52B00026N,  Location: 0.75 MI W OF KY 153 (Lat: 38.448889,  Lng: -85.304167),  Route carried "on" structure: State highway 146,  Year Built: 1968,  Status: Open,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 3,116 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,742 (year 2039),  Design Load: H 20,  Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.562,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 52B00032N,  Location: 340 FT E OF KY 3320 (Lat: 38.445833,  Lng: -85.316389),  Route carried "on" structure: State highway 146,  Year Built: 1929,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 3,116 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,742 (year 2039),  Features Intersected: TRIB TO HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.419,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 52B00035N,  Location: 0.80 MI N OF I-71 NTRCH (Lat: 38.465556,  Lng: -85.306944),  Route carried "on" structure: State highway 153,  Year Built: 1973,  Status: Open,  Structure Length: 2.61m (8.56ft),  Average Daily Traffic: 6,798 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,982 (year 2039),  Design Load: H 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.760,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 52B00052N,  Location: 0.75 MI S OF KY 146 (Lat: 38.435278,  Lng: -85.313889),  Route carried "on" structure: State highway 3320,  Year Built: 1968,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 477 (year 2019),  Average Future Daily Traffic: 414 (year 2039),  Design Load: H 20,  Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.709,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 52B00067N,  Location: AT OLDHAM CL (Lat: 38.443056,  Lng: -85.331667),  Route carried "on" structure: State highway 146,  Year Built: 1985,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 3,116 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,742 (year 2039),  Design Load: HS 20,  Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.005,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52B00090N,  Location: 0.6 MI S OF KY 146 (Lat: 38.437222,  Lng: -85.314444),  Route carried "on" structure: State highway 3320,  Year Built: 2020,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 477 (year 2019),  Average Future Daily Traffic: 414 (year 2039),  Design Load: Greater than HL93,  Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.927,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.7 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: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52C00024N,  Location: 0.65 MI N OF KY 153 (Lat: 38.396667,  Lng: -85.314444),  Route carried "on" structure: County highway 1214,  Year Built: 1958,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 200 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: N FORK OF FLOYDS FORK,  Facility Carried by Structure: RADCLIFF RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.545,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 93B00001N,  Location: 0.75 MI S OF US 42 (Lat: 38.447222,  Lng: -85.409167),  Route carried "on" structure: State highway 53,  Year Built: 1961,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 2,963 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,459 (year 2040),  Design Load: H 20,  Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.567,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.66m (2.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $699,000,  Total Project Cost: $698,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 93B00002N,  Location: 0.65 MI S OF KY 146 (Lat: 38.400000,  Lng: -85.374444),  Route carried "on" structure: State highway 53,  Year Built: 1968,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 18,703 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,393 (year 2036),  Design Load: H 20,  Features Intersected: I-71 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.289,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 93B00003N,  Location: 0.7 MI S OF KY 146 (Lat: 38.399167,  Lng: -85.373056),  Route carried "on" structure: State highway 53,  Year Built: 1968,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 18,703 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,393 (year 2036),  Design Load: H 20,  Features Intersected: I-71 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.132,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 93B00004N,  Location: 0.6 MI S OF KY 1315 (Lat: 38.347500,  Lng: -85.329167),  Route carried "on" structure: State highway 53,  Year Built: 1934,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,796 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,490 (year 2040),  Design Load: H 15,  Features Intersected: FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.103,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.5 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.44m (1.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $393,000,  Total Project Cost: $393,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 93B00005N,  Location: 0.6 MI S OF KY 712 (Lat: 38.399722,  Lng: -85.373889),  Route carried "on" structure: State highway 53,  Year Built: 1968,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 18,703 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,393 (year 2036),  Design Load: H 15,  Features Intersected: N FORK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.227,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2021

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Structure Number: 93B00007N,  Location: 0.65 MI E OF KY 393 (Lat: 38.353889,  Lng: -85.385556),  Route carried "on" structure: State highway 22,  Year Built: 1933,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,417 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,107 (year 2039),  Design Load: H 15,  Features Intersected: TRIB TO S FK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.008,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: 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,  Inspection Date: March 2021

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Structure Number: 93B00015N,  Location: 1.6 MI E OF KY 53 (Lat: 38.410556,  Lng: -85.351389),  Route carried "on" structure: State highway 712,  Year Built: 1968,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 1,636 (year 2018),  Average Future Daily Traffic: 1,521 (year 2038),  Design Load: H 15,  Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 93B00022N,  Location: 200 FT W OF KY 1315 (Lat: 38.329167,  Lng: -85.348333),  Route carried "on" structure: State highway 1818,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 737 (year 2018),  Average Future Daily Traffic: 648 (year 2038),  Design Load: H 15,  Features Intersected: TRIB TO FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.370,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 93B00023N,  Location: 1.5 MI N OF SHELBY CL (Lat: 38.322778,  Lng: -85.345833),  Route carried "on" structure: State highway 1315,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 1,150 (year 2018),  Average Future Daily Traffic: 1,012 (year 2038),  Design Load: H 15,  Features Intersected: FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.374,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 93B00042N,  Location: 0.10 MI N OF KY 1818 (Lat: 38.320556,  Lng: -85.380556),  Route carried "on" structure: State highway 393,  Year Built: 1969,  Status: Posted for load,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 978 (year 2019),  Average Future Daily Traffic: 860 (year 2039),  Design Load: H 15,  Features Intersected: TRIB TO FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.348,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 93B00044N,  Location: 0.1 MI E OF KY 393 (Lat: 38.317778,  Lng: -85.377778),  Route carried "on" structure: State highway 1818,  Year Built: 1977,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 737 (year 2018),  Average Future Daily Traffic: 648 (year 2038),  Features Intersected: TRIB TO FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.291,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 93B00045N,  Location: 1.5 MI N OF KY 53 (Lat: 38.443611,  Lng: -85.371389),  Route carried "on" structure: State highway 3223,  Year Built: 1980,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 1,431 (year 2018),  Average Future Daily Traffic: 1,259 (year 2038),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.408,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 98.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 93B00046N,  Location: 2.6 MI N OF KY 53 (Lat: 38.454167,  Lng: -85.357222),  Route carried "on" structure: State highway 3223,  Year Built: 1963,  Status: Posted for load,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 1,431 (year 2018),  Average Future Daily Traffic: 1,259 (year 2038),  Design Load: H 15,  Features Intersected: HARRODS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.146,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 93B00049N,  Location: 1.3 MI E OF KY 53 (Lat: 38.358333,  Lng: -85.316667),  Route carried "on" structure: State highway 22,  Year Built: 1986,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 2,601 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,288 (year 2039),  Design Load: HS 20,  Features Intersected: N FORK FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.574,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.3 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 93B00051N,  Location: 200 FT N OF KY 1818 (Lat: 38.329444,  Lng: -85.348889),  Route carried "on" structure: State highway 2859,  Year Built: 1992,  Status: Posted for load,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 409 (year 2020),  Average Future Daily Traffic: 355 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: TRIB TO FLOYDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.071,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 93B00059N,  Location: 1.3 MI N OF KY 2856 (Lat: 38.390383,  Lng: -85.392983),  Route carried "on" structure: State highway 2857,  Year Built: 2015,  Status: Posted for load,  Structure Length: 23.71m (77.79ft),  Average Daily Traffic: 4,338 (year 2019),  Average Future Daily Traffic: 4,034 (year 2039),  Design Load: HL 93,  Features Intersected: I-71 & N FK CURRYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.271,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 47.1m (154.5ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 14.6 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: 11.0 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: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 93C00014N,  Location: 0.3 MI E OF KY 53 (Lat: 38.400278,  Lng: -85.366944),  Route carried "on" structure: Alternate County highway 1006,  Year Built: 1967,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 74 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: N FORK CURRYS FORK,  Facility Carried by Structure: GRANGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.457,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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,  Inspection Date: March 2020

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Structure Number: 93C00021N,  Location: 0.5 MI E OF KY 146 (Lat: 38.427222,  Lng: -85.334444),  Route carried "on" structure: County highway 1076,  Year Built: 1999,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 113 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: SPANN LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.732,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 93C00023N,  Location: 1.4 MI S OF KY 53 (Lat: 38.426111,  Lng: -85.408611),  Route carried "on" structure: County highway 1032,  Year Built: 1999,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 282 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: TRIB TO BRUSH CREEK,  Facility Carried by Structure: FENDLEY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.588,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 93C00024N,  Location: 1.1 MI E OF US 42 (Lat: 38.461667,  Lng: -85.381667),  Route carried "on" structure: County highway 1014,  Year Built: 1985,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 104 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: TRIB TO HARRODS CREEK,  Facility Carried by Structure: BLUEGRASS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.841,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 93C00025N,  Location: 0.15 MI W OF HENRY CL (Lat: 38.457222,  Lng: -85.346944),  Route carried "on" structure: County highway 1016,  Year Built: 1985,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 104 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: BERRY CREEK,  Facility Carried by Structure: L'ESPRIT PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 93C00026N,  Location: 1.25 MI N OF KY 3223 (Lat: 38.452500,  Lng: -85.390556),  Route carried "on" structure: County highway 1017,  Year Built: 1984,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 104 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Features Intersected: TRIB TO HARRODS CREEK,  Facility Carried by Structure: YAGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 93C00028N,  Location: 0.75 MI W OF HENRY CL (Lat: 38.384722,  Lng: -85.323611),  Route carried "on" structure: County highway 1108,  Year Built: 1997,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 104 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: N FORK FLOYDS FORK,  Facility Carried by Structure: BLAKEMORE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.330,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 93C00029N,  Location: 0.4 MI N OF KY 22 (Lat: 38.356111,  Lng: -85.408889),  Route carried "on" structure: County highway 1199,  Year Built: 1951,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 474 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 440 (year 2040),  Design Load: H 15,  Features Intersected: S FORK CURRYS FORK,  Facility Carried by Structure: CENTERFIELD DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.653,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $259,000,  Total Project Cost: $259,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52B00026N,  Location: 0.75 MI W OF KY 153 (Lat: 38.448889,  Lng: -85.304167),  Route carried "under" structure: Interstate 71,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 43,618 (year 2019),  Truck Traffic: 27%,  Features Intersected: I-71,  Facility Carried by Structure: KY 146
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 43.528,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 52B00052N,  Location: 0.75 MI S OF KY 146 (Lat: 38.435278,  Lng: -85.313889),  Route carried "under" structure: Interstate 71,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 43,618 (year 2019),  Truck Traffic: 27%,  Features Intersected: I-71,  Facility Carried by Structure: KY 3320
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 41.748,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 93B00002N,  Location: 0.65 MI S OF KY 146 (Lat: 38.400000,  Lng: -85.374444),  Route carried "under" structure: Interstate 71,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 51,366 (year 2020),  Truck Traffic: 27%,  Features Intersected: I-71 SB,  Facility Carried by Structure: KY 53
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 35.037,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 93B00003N,  Location: 0.7 MI S OF KY 146 (Lat: 38.399167,  Lng: -85.373056),  Route carried "under" structure: Interstate 71,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 43,618 (year 2019),  Truck Traffic: 27%,  Features Intersected: I-71 NB,  Facility Carried by Structure: KY 53
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 35.143,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 93B00015N,  Location: 1.6 MI E OF KY 53 (Lat: 38.410556,  Lng: -85.351389),  Route carried "under" structure: Interstate 71,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 43,618 (year 2019),  Truck Traffic: 27%,  Features Intersected: I-71
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 37.430,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 93B00059N,  Location: 1.3 MI N OF KY 2856 (Lat: 38.390383,  Lng: -85.392983),  Route carried "under" structure: Interstate 71,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 51,366 (year 2020),  Truck Traffic: 27%,  Features Intersected: I-71 & N FK CURRYS FORK,  Facility Carried by Structure: KY 2857
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 33.146,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.1m (154.5ft)