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

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Structure Number: 43B00011N,  Location: 2.8 MI SOU. OF WEST KY PW (Lat: 37.426667,  Lng: -86.278889),  Route carried "on" structure: State highway 259,  Year Built: 1935,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 3,586 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,976 (year 2040),  Design Load: H 15,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.930,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  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: 6.4m (21.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $900,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 43B00012N,  Location: .20 MI NOR. OF WKY PW UP (Lat: 37.452500,  Lng: -86.340833),  Route carried "on" structure: State highway 187,  Year Built: 1937,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,438 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,025 (year 2039),  Features Intersected: FLAT ROCK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.582,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: 43B00026L,  Location: WBL 3 MI W OF KY 79 NTRCH (Lat: 37.448889,  Lng: -86.340833),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,949 (year 2020),  Truck Traffic: 43%,  Average Future Daily Traffic: 4,652 (year 2040),  Design Load: HS 20,  Features Intersected: KY 187,  Facility Carried by Structure: WENDELL H. FORD WE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.389,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: October 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: 43B00026R,  Location: EBL 3 MI W OF KY 79 NTRCH (Lat: 37.448611,  Lng: -86.340833),  Route carried "on" structure: State highway 9001,  Year Built: 1963,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 4,949 (year 2020),  Truck Traffic: 43%,  Average Future Daily Traffic: 4,652 (year 2040),  Design Load: HS 20,  Features Intersected: KY 187
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.436,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 15 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: 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: October 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: 43B00034N,  Location: .4 MI E OF JCT KY 2193 (Lat: 37.450000,  Lng: -86.380000),  Route carried "on" structure: US 62,  Year Built: 1927,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,811 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,473 (year 2039),  Design Load: H 15,  Features Intersected: SOUTH FORK CANEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.542,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.1 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.11m (0.36ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $94,000,  Total Project Cost: $94,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43B00041N,  Location: .1 MI E OF JCT KY 2193 (Lat: 37.486111,  Lng: -86.358889),  Route carried "on" structure: State highway 54,  Year Built: 1950,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,460 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,164 (year 2040),  Design Load: H 15,  Features Intersected: LITTLE CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.905,  Lanes on structure: 2,  Owner: State 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: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 43B00060N,  Location: 1.7 MI SE OF JCT US 62 (Lat: 37.473611,  Lng: -86.252500),  Route carried "on" structure: State highway 1214,  Year Built: 1963,  Status: Posted for load,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 1,598 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,406 (year 2039),  Design Load: H 15,  Features Intersected: WESTERN KENTUCKY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.102,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 43B00063N,  Location: .05 MI WEST OF JCT KY 88 (Lat: 37.460556,  Lng: -86.224167),  Route carried "on" structure: State highway 1214,  Year Built: 1951,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,598 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,406 (year 2039),  Design Load: H 15,  Features Intersected: LIZARD BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.049,  Lanes on structure: 2,  Owner: State 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: Good,  Culverts: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 72.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 43B00073N,  Location: .9 MI S OF JCT US 62 (Lat: 37.458889,  Lng: -86.309722),  Route carried "on" structure: County highway 1142,  Year Built: 1963,  Status: Posted for load,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 117 (year 2009),  Average Future Daily Traffic: 101 (year 2029),  Design Load: H 15,  Features Intersected: WESTERN KENTUCKY PARKWAY,  Facility Carried by Structure: MCDONALD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.012,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 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 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43B00098N,  Location: OVER WEST KY PKWY NTRCH (Lat: 37.466111,  Lng: -86.292500),  Route carried "on" structure: State highway 259,  Year Built: 2004,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 12,247 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,389 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: WESTERN KENTUCKY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.562,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43B00100N,  Location: 0.2 MI S JCT WKP (Lat: 37.463333,  Lng: -86.291389),  Route carried "on" structure: State highway 259,  Year Built: 2004,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,260 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,891 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF TAYLORS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.269,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43B00105N,  Location: 0.1 M E of JCT KY1214 (Lat: 37.459722,  Lng: -86.223333),  Route carried "on" structure: State highway 88,  Year Built: 2013,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,318 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,159 (year 2038),  Features Intersected: Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.999,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 43C00005N,  Location: .7 MI NW OF JCT KY 920 (Lat: 37.507222,  Lng: -86.271944),  Route carried "on" structure: County highway 1109,  Year Built: 1972,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 89 (year 2009),  Average Future Daily Traffic: 77 (year 2029),  Features Intersected: BEAVER DAM CREEK,  Facility Carried by Structure: Beaver Dam Cr Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.127,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% 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: 43C00035N,  Location: .9 MI.NW JCT KY 920 (Lat: 37.526667,  Lng: -86.260556),  Route carried "on" structure: County highway 1110,  Year Built: 1990,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 158 (year 2009),  Average Future Daily Traffic: 137 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BEAVERDAM CREEK,  Facility Carried by Structure: KIPER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.853,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  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: 43C00037N,  Location: 1.5 MI NW JCT KY 259 (Lat: 37.534167,  Lng: -86.306389),  Route carried "on" structure: County highway 1102,  Year Built: 1991,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 83 (year 2009),  Average Future Daily Traffic: 72 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: PETER CAVE CREEK TRIB,  Facility Carried by Structure: HANGING ROCK CHURC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.174,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43C00038N,  Location: 2.1 MI NW JCT KY 259 (Lat: 37.540833,  Lng: -86.311667),  Route carried "on" structure: County highway 1102,  Year Built: 1991,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 83 (year 2009),  Average Future Daily Traffic: 72 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: PETER CAVE CREEK TRIB,  Facility Carried by Structure: HANGING ROCK CHURC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.106,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43C00043N,  Location: 3.3 Mi SE of KY 259 @ WK (Lat: 37.426667,  Lng: -86.264444),  Route carried "on" structure: County highway 1147,  Year Built: 1997,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 108 (year 2009),  Average Future Daily Traffic: 93 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: BLOOMINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.644,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43C00045N,  Location: 2.0 Mi NW JCT KY 54 (Lat: 37.503611,  Lng: -86.340556),  Route carried "on" structure: County highway 1117,  Year Built: 2001,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 498 (year 2009),  Average Future Daily Traffic: 433 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BIG RUN,  Facility Carried by Structure: Sunbeam Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.018,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 43C00048N,  Location: 1.5 MI N. OF JCT. KY 920 (Lat: 37.520000,  Lng: -86.271944),  Route carried "on" structure: County highway 1109,  Year Built: 2004,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 89 (year 2009),  Average Future Daily Traffic: 77 (year 2029),  Features Intersected: BEAVER DAM CREEK,  Facility Carried by Structure: Beaver Dam Cr Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.651,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43C00060N,  Location: 0.2 Mi S of Jct. KY 1214 (Lat: 37.476389,  Lng: -86.273889),  Route carried "on" structure: City street 1121,  Year Built: 2017,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 110 (year 2017),  Average Future Daily Traffic: 134 (year 2037),  Design Load: Greater than HL93,  Features Intersected: Unnamed Stream,  Facility Carried by Structure: Shull-White Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.438,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 73.9 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: 57.0 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43C00061N,  Location: 0.1 Mi E of Jct KY 259 (Lat: 37.460556,  Lng: -86.289444),  Route carried "on" structure: County highway 1147,  Year Built: 2017,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 740 (year 2009),  Average Future Daily Traffic: 695 (year 2029),  Design Load: Greater than HL93,  Features Intersected: Taylor Fork Creek,  Facility Carried by Structure: Bloomington Ch Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.973,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.1 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: 59.3 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43C00063N,  Location: 300' E of Jct KY 259 (Lat: 37.454167,  Lng: -86.289444),  Route carried "on" structure: County highway 1700,  Year Built: 1901,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 61 (year 2038),  Features Intersected: Taylors Fork Creek,  Facility Carried by Structure: Buckhorn Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.109,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.5m (11.5ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.5m (11.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 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: 43C00064N,  Location: 100' E of jct KY 259 (Lat: 37.430833,  Lng: -86.279444),  Route carried "on" structure: County highway 1690,  Year Built: 2020,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 38 (year 2019),  Average Future Daily Traffic: 33 (year 2039),  Design Load: Greater than HL93,  Features Intersected: Taylors Fork Creek,  Facility Carried by Structure: Taylors Fork Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 63.5 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: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 43C00067N,  Location: 0.15 MI W of Jct KY 737 (Lat: 37.507778,  Lng: -86.326111),  Route carried "on" structure: County highway 1100,  Year Built: 1985,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 105 (year 2021),  Average Future Daily Traffic: 2,041 (year 2041),  Design Load: Greater than HL93,  Features Intersected: Big Run Branch,  Facility Carried by Structure: Watson School Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.233,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.5 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 43C00068N,  Location: 1.1 MI N of Jct KY 259 (Lat: 37.421667,  Lng: -86.256389),  Route carried "on" structure: County highway 1147,  Year Built: 2014,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 93 (year 2021),  Average Future Daily Traffic: 2,041 (year 2041),  Design Load: Greater than HL93,  Features Intersected: Miller Fork,  Facility Carried by Structure: Bloomington Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.735,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 69.0 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: 53.1 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43B00026L,  Location: WBL 3 MI W OF KY 79 NTRCH (Lat: 37.448889,  Lng: -86.340833),  Route carried "under" structure: State highway 187,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,438 (year 2019),  Truck Traffic: 11%,  Features Intersected: KY 187,  Facility Carried by Structure: WENDELL H. FORD WE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.192,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 43B00026R,  Location: EBL 3 MI W OF KY 79 NTRCH (Lat: 37.448611,  Lng: -86.340833),  Route carried "under" structure: State highway 187,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 3,438 (year 2019),  Truck Traffic: 11%,  Features Intersected: KY 187,  Facility Carried by Structure: WK-9001
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.173,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 43B00060N,  Location: 1.7 MI SE OF JCT US 62 (Lat: 37.473611,  Lng: -86.252500),  Route carried "under" structure: State highway 9001,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 13,879 (year 2020),  Truck Traffic: 31%,  Features Intersected: WESTERN KENTUCKY PARKWAY,  Facility Carried by Structure: KY-1214
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 175.898,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 43B00073N,  Location: .9 MI S OF JCT US 62 (Lat: 37.458889,  Lng: -86.309722),  Route carried "under" structure: State highway 9001,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 9,898 (year 2020),  Truck Traffic: 43%,  Features Intersected: WESTERN KENTUCKY PARKWAY,  Facility Carried by Structure: MCDONALD RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 170.470,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 43B00098N,  Location: OVER WEST KY PKWY NTRCH (Lat: 37.466111,  Lng: -86.292500),  Route carried "under" structure: State highway 9001,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 13,879 (year 2020),  Truck Traffic: 31%,  Features Intersected: WESTERN KENTUCKY PARKWAY,  Facility Carried by Structure: KY-259
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 172.214,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 43B00101N,  Location: 300' N. of Jct. U.S. 62 (Lat: 37.488333,  Lng: -86.264722),  Route carried "under" structure: State highway 3155,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 4,597 (year 2020),  Features Intersected: KY-3155,  Facility Carried by Structure: P & L Railroad
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 4.295,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)