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

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Structure Number: 40B00017N,  Location: .75 MI WEST OF MADISON CL (Lat: 37.550000,  Lng: -84.364722),  Route carried "on" structure: State highway 954,  Year Built: 1952,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,140 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,776 (year 2039),  Design Load: HS 20,  Features Intersected: MASON FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.993,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  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 minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 40C00043N,  Location: .2 MI S KY 954 (Lat: 37.544444,  Lng: -84.368611),  Route carried "on" structure: County highway 1115,  Year Built: 1992,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 133 (year 2006),  Average Future Daily Traffic: 212 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MASON FORK,  Facility Carried by Structure: DAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.462,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  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: 6.8m (22.3ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40C00046N,  Location: 50' WEST OF - KY 21 (Lat: 37.570278,  Lng: -84.365278),  Route carried "on" structure: County highway 1113,  Year Built: 1993,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 128 (year 2006),  Average Future Daily Traffic: 204 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: PAINT LICK CREEK,  Facility Carried by Structure: WALLACETOWN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.952,  Lanes on structure: 1,  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: 9.9m (32.5ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40C00056N,  Location: 50' WEST JCT KY 21 (Lat: 37.595556,  Lng: -84.376111),  Route carried "on" structure: County highway 1111,  Year Built: 1999,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 111 (year 2006),  Average Future Daily Traffic: 177 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: PAINT LICK CREEK,  Facility Carried by Structure: FROG BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.286,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  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: 20.3m (66.6ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 76B00012N,  Location: 1.2 MI N OF JCT US 25 (Lat: 37.587778,  Lng: -84.268889),  Route carried "on" structure: State highway 1016,  Year Built: 1934,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 9,393 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,735 (year 2038),  Design Load: H 15,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.992,  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: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Better than present minimum criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $383,000,  Total Project Cost: $382,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 76B00013N,  Location: 1.6 MI N OF JCT US 25 (Lat: 37.591389,  Lng: -84.262778),  Route carried "on" structure: State highway 1016,  Year Built: 1949,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 3,159 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,937 (year 2039),  Design Load: H 15,  Features Intersected: TERRILL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.643,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00014N,  Location: .06 MI N. F JCT W/ KY 499 (Lat: 37.658056,  Lng: -84.247500),  Route carried "on" structure: US 421,  Year Built: 1949,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,862 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,695 (year 2038),  Design Load: H 20,  Features Intersected: BR OF HAYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.959,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00015N,  Location: .85 MI SOU. OF JCT KY 21- (Lat: 37.557778,  Lng: -84.308611),  Route carried "on" structure: US 25,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 6,606 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,143 (year 2038),  Design Load: H 20,  Features Intersected: BRUSHY FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.394,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00017N,  Location: 0.4MI S OF KY 3376 (Lat: 37.639444,  Lng: -84.231944),  Route carried "on" structure: US 421,  Year Built: 1929,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 6,048 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,019 (year 2039),  Features Intersected: BR OF HAYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.334,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Poor,  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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00018N,  Location: 1.6 MI NOR. OF JCT KY 594 (Lat: 37.596111,  Lng: -84.216111),  Route carried "on" structure: US 421,  Year Built: 1929,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 3,162 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,624 (year 2038),  Design Load: H 15,  Features Intersected: JOE LICK FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.818,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  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: Poor,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00024N,  Location: .15 MI W OF JCT 1617 (Lat: 37.563889,  Lng: -84.259167),  Route carried "on" structure: State highway 21,  Year Built: 1939,  Status: Posted for load,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,651 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,325 (year 2038),  Design Load: H 15,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.338,  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: 2,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $266,000,  Total Project Cost: $266,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 76B00033N,  Location: 0.01 MI S. OF KY 499 (Lat: 37.651944,  Lng: -84.270556),  Route carried "on" structure: US 25,  Year Built: 1950,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 9,104 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,466 (year 2039),  Design Load: H 20,  Features Intersected: HAYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.379,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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

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Structure Number: 76B00034N,  Location: .10 MI NOR. OF JCT KY1983 (Lat: 37.631389,  Lng: -84.276389),  Route carried "on" structure: US 25,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,104 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,466 (year 2039),  Design Load: H 20,  Features Intersected: DOG BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00045N,  Location: 1.6 MI NOR. OF KY 21 NTRC (Lat: 37.593889,  Lng: -84.314167),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 51,895 (year 2040),  Design Load: HS 20,  Features Intersected: WALNUT MEADOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.327,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $60,000,  Total Project Cost: $60,000

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Structure Number: 76B00046N,  Location: 2.5 MI E. OF JCT KY 52 (Lat: 37.595833,  Lng: -84.376111),  Route carried "on" structure: State highway 21,  Year Built: 1930,  Year Reconstructed: 1948,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 474 (year 2020),  Average Future Daily Traffic: 417 (year 2040),  Features Intersected: BR. OF PAINT LICK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.926,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00050N,  Location: .20 MI EAST OF JCT US 421 (Lat: 37.571944,  Lng: -84.202778),  Route carried "on" structure: State highway 594,  Year Built: 1951,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,400 (year 2018),  Average Future Daily Traffic: 1,232 (year 2038),  Design Load: H 15,  Features Intersected: RED LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 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: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.10m (0.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $100,000,  Total Project Cost: $99,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 76B00058N,  Location: .30 MI WEST OF JACKSON CL (Lat: 37.550000,  Lng: -84.185556),  Route carried "on" structure: State highway 21,  Year Built: 1956,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 144 (year 2018),  Average Future Daily Traffic: 125 (year 2038),  Design Load: H 15,  Features Intersected: OWSLEY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.046,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Channel: Fair,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00060N,  Location: .3 MI S OF JCT W/US 25 (Lat: 37.630556,  Lng: -84.280000),  Route carried "on" structure: State highway 1983,  Year Built: 1951,  Status: Posted for load,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 436 (year 2020),  Average Future Daily Traffic: 383 (year 2040),  Design Load: H 15,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  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: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 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: Equal to present desirable 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: Latex Concrete

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Structure Number: 76B00069N,  Location: 200' S OF JCT KY 21 (Lat: 37.563056,  Lng: -84.257500),  Route carried "on" structure: State highway 1617,  Year Built: 1957,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 700 (year 2018),  Average Future Daily Traffic: 616 (year 2038),  Design Load: H 15,  Features Intersected: E.FK.SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.974,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

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: 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: April 2020

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Structure Number: 76B00074N,  Location: .2MI S-PROSPECT ST-KY 21 (Lat: 37.566389,  Lng: -84.288056),  Route carried "on" structure: State highway 595,  Year Built: 1954,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,410 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,171 (year 2040),  Design Load: H 15,  Features Intersected: BRUSHY FORK CREEK,  Facility Carried by Structure: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  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: 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: April 2020

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Structure Number: 76B00076N,  Location: 2.5 MI W OF JCT KY 954 (Lat: 37.583056,  Lng: -84.369722),  Route carried "on" structure: State highway 21,  Year Built: 1948,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 474 (year 2020),  Average Future Daily Traffic: 417 (year 2040),  Features Intersected: BR OF PAINT LICK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.587,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00089N,  Location: 2.9MI.S JCT. KY 52 (Lat: 37.592500,  Lng: -84.372222),  Route carried "on" structure: State highway 21,  Year Built: 1993,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 474 (year 2020),  Average Future Daily Traffic: 417 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WALNUT MEADOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.465,  Lanes on structure: 2,  Owner: State 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: 15.8m (51.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76B00095N,  Location: 0.2 MI S OF JCT W/KY 3376 (Lat: 37.641389,  Lng: -84.232778),  Route carried "on" structure: US 421,  Year Built: 1997,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 6,048 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,019 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HAYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.582,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 76B00100N,  Location: 1.6 MI. N JCT KY 21 (Lat: 37.575556,  Lng: -84.208333),  Route carried "on" structure: US 421,  Year Built: 2000,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,162 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,624 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BLUE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.320,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 76B00103N,  Location: .3 MI N OF JCT KY 1617 (Lat: 37.549722,  Lng: -84.273056),  Route carried "on" structure: State highway 595,  Year Built: 2003,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 1,486 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,307 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WEST FK OF SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.792,  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: 13.6m (44.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 76B00104N,  Location: 1.8 MI NORTH JCT KY 21 (Lat: 37.597222,  Lng: -84.314444),  Route carried "on" structure: Interstate 75,  Year Built: 2003,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 46,948 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 57,276 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: KY 595
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 124.703,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.4m (122.7ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 36.6m (120.1ft),  Out-to-Out Width: 38.9m (127.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable 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: 76B00107N,  Location: .5 MI W JCT US 25 (Lat: 37.568889,  Lng: -84.314722),  Route carried "on" structure: State highway 21,  Year Built: 2002,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 14,142 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,152 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I-75
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.589,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.8m (94.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than 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: 76B00108N,  Location: 1.3 MI. N OF JCT KY 594 (Lat: 37.593611,  Lng: -84.216667),  Route carried "on" structure: US 421,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,162 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,624 (year 2038),  Features Intersected: JOE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 14.0m (45.9ft)

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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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

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Structure Number: 76B00109N,  Location: 0.2 MI. E OF KY 595 (Lat: 37.590833,  Lng: -84.302500),  Route carried "on" structure: State highway 956,  Year Built: 2007,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 6,573 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,112 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.423,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76B00110N,  Location: 0.1 MI N JCT KY 595-BYP (Lat: 37.601111,  Lng: -84.283056),  Route carried "on" structure: US 25,  Year Built: 2008,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 8,151 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,580 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.617,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76B00113N,  Location: 2.0 MI N EXIT 76 @ I-75 (Lat: 37.598889,  Lng: -84.347778),  Route carried "on" structure: State highway 595,  Year Built: 2006,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 878 (year 2018),  Average Future Daily Traffic: 772 (year 2038),  Features Intersected: JUDYTOWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.236,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Very good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00115N,  Location: .50 MI EAST OF JCT US 25 (Lat: 37.569722,  Lng: -84.280556),  Route carried "on" structure: State highway 21,  Year Built: 2011,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,853 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,373 (year 2040),  Design Load: Greater than HL93,  Features Intersected: BRUSHY fORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.225,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.3 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: 53.5 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: 0.1 - 9.9% 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76B00116N,  Location: 0.9 MILES E OF JCT US 25 (Lat: 37.654722,  Lng: -84.255556),  Route carried "on" structure: State highway 499,  Year Built: 1960,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,000 (year 2018),  Average Future Daily Traffic: 870 (year 2038),  Features Intersected: TRIBUTARY TO HAYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.498,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 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: 97.2 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00117N,  Location: 0.1 MI. WEST OF US 25 (Lat: 37.599444,  Lng: -84.284444),  Route carried "on" structure: State highway 956,  Year Built: 2006,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,704 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,304 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.118,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 13 degrees,  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: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 76B00119N,  Location: 0.1 MI W of 421-3376 JCT (Lat: 37.648056,  Lng: -84.240556),  Route carried "on" structure: State highway 3376,  Year Built: 2017,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 994 (year 2018),  Average Future Daily Traffic: 864 (year 2038),  Design Load: Greater than HL93,  Features Intersected: Hays Fork
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.413,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.8 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: 57.7 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: Better than 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: 76B00121N,  Location: 50 FT N OF JCT KY 21 (Lat: 37.555000,  Lng: -84.208611),  Route carried "on" structure: US 421,  Year Built: 2019,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,307 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,744 (year 2039),  Design Load: Greater than HL93,  Features Intersected: Cowbell Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.962,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 93.3 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: 72.3 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: Equal to present desirable criteria,  Deck Geometry: 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: April 2020

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Structure Number: 76B00122N,  Location: .3 MI E OF JCT W/KY 1016 (Lat: 37.592778,  Lng: -84.265556),  Route carried "on" structure: State highway 3376,  Year Built: 2019,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,824 (year 2019),  Average Future Daily Traffic: 1,714 (year 2039),  Design Load: Greater than HL93,  Features Intersected: Terrill Branch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.470,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 76C00001N,  Location: .1 MI S OF W-JCT KY 52 (Lat: 37.743333,  Lng: -84.256111),  Route carried "on" structure: City street 1410,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 185 (year 2006),  Average Future Daily Traffic: 234 (year 2026),  Features Intersected: DRAINAGE STREAM,  Facility Carried by Structure: CATALPA LOOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.687,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 76C00031N,  Location: 1.3 MI S OF KY 21 (Lat: 37.552500,  Lng: -84.304167),  Route carried "on" structure: County highway 1221,  Year Built: 1966,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 367 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: H 20,  Features Intersected: SLATE LICK BRANCH,  Facility Carried by Structure: SLATE LICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.413,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $80,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 76C00062N,  Location: .5MI S-CHESTNUT ST-KY 21 (Lat: 37.563056,  Lng: -84.296667),  Route carried "on" structure: County highway 1221,  Year Built: 1982,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 367 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20,  Features Intersected: BRUSHY CREEK,  Facility Carried by Structure: SLATE LICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $218,000,  Total Project Cost: $217,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 76C00069N,  Location: 1 MI E OF JCT KY 1016 (Lat: 37.574444,  Lng: -84.262778),  Route carried "on" structure: City street 2000,  Year Built: 1986,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,293 (year 2019),  Average Future Daily Traffic: 2,132 (year 2039),  Design Load: HS 20,  Features Intersected: BRANCH SILVER CREEK,  Facility Carried by Structure: SHORT LINE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.699,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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: Better than present minimum criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $60,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 76C00071N,  Location: .1 MI N JCT US 25 (Lat: 37.548333,  Lng: -84.308611),  Route carried "on" structure: County highway 1221,  Year Built: 1989,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 367 (year 2006),  Average Future Daily Traffic: 2,026 (year 2026),  Design Load: HS 20,  Features Intersected: SLATE LICK CREEK,  Facility Carried by Structure: SLATE LICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.037,  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: 6.6m (21.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $56,000,  Total Project Cost: $56,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 76C00074N,  Location: .1 MI W JCT 595 (Lat: 37.593611,  Lng: -84.324167),  Route carried "on" structure: County highway 1230,  Year Built: 1991,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 367 (year 2006),  Average Future Daily Traffic: 465 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: WALNUT MEADOW BRANCH,  Facility Carried by Structure: GUYNN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 17.8m (58.4ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.19m (0.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $191,000,  Total Project Cost: $191,000,  Deck Structure Type: Concrete Precast Panels