Bridge Statistics for Bright, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 3,  Location: 07.16 S I-74 (Lat: 39.194869,  Lng: -84.908133),  Route carried "on" structure: State highway 1,  Year Built: 1932,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 4,241 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,183 (year 2031),  Design Load: H 20,  Features Intersected: BRUSHY FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.861,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 92.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 55.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4,  Location: 05.70 S I-74 (Lat: 39.204511,  Lng: -84.927064),  Route carried "on" structure: State highway 1,  Year Built: 1932,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 4,241 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,195 (year 2033),  Design Load: H 20,  Features Intersected: SLAB CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.211,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 88.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: July 2021

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Structure Number: 1753,  Location: 00.95 W US 52 (Lat: 39.277339,  Lng: -84.882881),  Route carried "on" structure: State highway 46,  Year Built: 1937,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.47m (24.51ft),  Average Daily Traffic: 1,641 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,756 (year 2033),  Design Load: H 20,  Features Intersected: LOGAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.834,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1754,  Location: 00.44 W US 52 (Lat: 39.280039,  Lng: -84.874031),  Route carried "on" structure: State highway 46,  Year Built: 1937,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 27.01m (88.62ft),  Average Daily Traffic: 2,681 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,505 (year 2033),  Design Load: HS 20,  Features Intersected: WHITEWATER RIVER
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 17.655,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 53.3m (174.9ft),  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: 7.6m (24.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2020,  Underwater Inspection Date: July 2018,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1755,  Location: 00.05 W US 52 (Lat: 39.282011,  Lng: -84.867561),  Route carried "on" structure: State highway 46,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,681 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,483 (year 2031),  Features Intersected: INDIANA & OHIO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.282,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 4532,  Location: 01.23 W US 52 (Lat: 39.275711,  Lng: -84.882958),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 14,715 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,007 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WHITE'S HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 269.823,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.1 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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4533,  Location: 01.23 W US 52 (Lat: 39.276039,  Lng: -84.883011),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 14,715 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,007 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WHITE'S HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 269.823,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 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: 45.0 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4534,  Location: 00.71 W US 52 (Lat: 39.275381,  Lng: -84.873411),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 28.77m (94.39ft),  Average Daily Traffic: 14,727 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 28,593 (year 2033),  Design Load: HS 20,  Features Intersected: WHITEWATER RIV, CR & RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 270.659,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4535,  Location: 00.71 W US 52 (Lat: 39.275611,  Lng: -84.873469),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 29.50m (96.78ft),  Average Daily Traffic: 14,715 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,701 (year 2033),  Design Load: HS 20,  Features Intersected: WHITEWATER RIV, CR & RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 270.659,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 36 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4536,  Location: 05.44 E SR 1 (Lat: 39.279050,  Lng: -84.861481),  Route carried "on" structure: Interstate 74,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 14,715 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,253 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: US 52, IN & OH RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 271.802,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.1m (69.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.0 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: 35.3 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4537,  Location: 05.44 E SR 1 (Lat: 39.279169,  Lng: -84.861861),  Route carried "on" structure: Interstate 74,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 14,715 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,253 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: US 52, IN & OHIO RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 271.802,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.8m (68.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.9 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: 37.6 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4539,  Location: 01.23 E US 52 (Lat: 39.279511,  Lng: -84.838792),  Route carried "on" structure: Interstate 74,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 11,698 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,264 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: JOHNSON FK/JOHNSON FK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.782,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.0 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: 36.3 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 454,  Location: 01.23 E US 52 (Lat: 39.279761,  Lng: -84.838861),  Route carried "on" structure: Interstate 74,  Year Built: 1960,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 15,485 (year 2014),  Truck Traffic: 29%,  Average Future Daily Traffic: 22,264 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: JOHNSON FK/JOHNSON FK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 273.782,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.0 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: 36.3 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1500047,  Location: 00.10 W OF FOX RD (Lat: 39.173639,  Lng: -84.937139),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 160 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 240 (year 2037),  Design Load: HS 20,  Features Intersected: FOX RUN,  Facility Carried by Structure: BONNELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Bituminous

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Structure Number: 1500049,  Location: 00.30 SW OF FOX RD (Lat: 39.168469,  Lng: -84.931150),  Route carried "on" structure: County highway ,  Year Built: 1910,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 330 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 490 (year 2037),  Features Intersected: BRANCH W FORK TANNERS CR,  Facility Carried by Structure: COLLIER RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% 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: 1500054,  Location: 00.10 S OF JACKSON RIDGE (Lat: 39.179789,  Lng: -84.870569),  Route carried "on" structure: County highway ,  Year Built: 1978,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 2,050 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,040 (year 2037),  Design Load: HL 93,  Features Intersected: CAMP GROUND BRANCH,  Facility Carried by Structure: SALT FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 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: 27.9 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1500055,  Location: 01.80 N SR 1 (Lat: 39.183531,  Lng: -84.875381),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2037),  Design Load: HS 20,  Features Intersected: SOAPSTONE CREEK,  Facility Carried by Structure: SALT FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  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: 1500058,  Location: 00.20 E OF MT PLEASANT (Lat: 39.217331,  Lng: -84.887331),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 550 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 820 (year 2037),  Features Intersected: SALT FORK TANNERS CREEK,  Facility Carried by Structure: SNEAKVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  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: 1500059,  Location: 00.50 E OF MT PLEASANT (Lat: 39.218850,  Lng: -84.886539),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 550 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 820 (year 2037),  Features Intersected: SALT FORK TANNERS CREEK,  Facility Carried by Structure: SNEAKVILLE Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $460,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1500062,  Location: 00.20 W OF SR 1 (Lat: 39.203100,  Lng: -84.926739),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 40 (year 2037),  Design Load: HS 20,  Features Intersected: SLAB CAMP CREEK,  Facility Carried by Structure: COOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Bituminous

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Structure Number: 1500063,  Location: 00.10 W OF SR 1 (Lat: 39.169300,  Lng: -84.910131),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 220 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 330 (year 2037),  Design Load: HS 20,  Features Intersected: EAST FORK TANNERS CREEK,  Facility Carried by Structure: YORKRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  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: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1500075,  Location: 00.60 E OF WHITES HILL (Lat: 39.269869,  Lng: -84.871561),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 380 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 560 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH OF WHITEWATER RVR,  Facility Carried by Structure: PINHOOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: Bituminous

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Structure Number: 1500077,  Location: 00.70 N I-74 (Lat: 39.287769,  Lng: -84.840311),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 2,260 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,350 (year 2037),  Design Load: HS 20,  Features Intersected: JOHNSON FORK CREEK,  Facility Carried by Structure: JOHNSON FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  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

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Structure Number: 1500078,  Location: 01.40 N I-74 (Lat: 39.298189,  Lng: -84.844281),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 2,260 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,350 (year 2037),  Design Load: HS 20,  Features Intersected: JOHNSON FORT CREEK,  Facility Carried by Structure: JOHNSON FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  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: 1500096,  Location: 00.00 INT OF JOHNSON FORK (Lat: 39.276400,  Lng: -84.837669),  Route carried "on" structure: County highway 52,  Year Built: 1925,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,690 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,370 (year 2037),  Design Load: HS 20,  Features Intersected: JOHNSON FORK CREEK,  Facility Carried by Structure: HARRISN BRKVILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $770,000 ( Estimate for 2017),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1500105,  Location: 00.50 SW OF PINHOOK RD (Lat: 39.261761,  Lng: -84.877350),  Route carried "on" structure: County highway 333,  Year Built: 1985,  Status: Posted for load,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 90 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 130 (year 2037),  Features Intersected: BRANCH OF WHITEWATER RVR,  Facility Carried by Structure: CRANES RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Serious,  Operating Rating: 13.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $423,000 ( Estimate for 2017)

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Structure Number: 1500108,  Location: 01.50 N OF SAWDON RIDGE (Lat: 39.213639,  Lng: -84.909089),  Route carried "on" structure: County highway ,  Year Built: 1999,  Year Reconstructed: 2005,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 150 (year 2037),  Features Intersected: BRUSH FORK TANNERS CREEK,  Facility Carried by Structure: BRUSH FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 6.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $483,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1500114,  Location: 00.01 E OF JAMISON RD (Lat: 39.234269,  Lng: -84.825800),  Route carried "on" structure: County highway ,  Year Built: 1985,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 90 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 130 (year 2037),  Features Intersected: LITTLE JAMISON CREEK,  Facility Carried by Structure: DAVIDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 27.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  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: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $445,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1500116,  Location: 00.03 SW OF SR 1 (Lat: 39.170311,  Lng: -84.908539),  Route carried "on" structure: Other road ,  Year Built: 1879,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 30 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 40 (year 2037),  Features Intersected: BRANCH OF TANNERS CREEK,  Facility Carried by Structure: CO PARK ENTRANCE
Minimum Vertical Clearance: 3.89m (12.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 7.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 4.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  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: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1500117,  Location: 00.20 S OF FOX RD (Lat: 39.169619,  Lng: -84.929919),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 330 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 490 (year 2037),  Design Load: HL 93,  Features Intersected: WEST FORK OF TANNERS CR,  Facility Carried by Structure: COLLIER RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 27.9 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: 21.7 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 minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1500204,  Location: 01.00 SW OF PINHOOK RD (Lat: 39.266981,  Lng: -84.874200),  Route carried "on" structure: County highway 333,  Year Built: 1990,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 90 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 130 (year 2037),  Features Intersected: BRANCH OF WHITEWATER RVR,  Facility Carried by Structure: CRANES RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 150021,  Location: 01.50 NE STATE-LINE (Lat: 39.228861,  Lng: -84.834211),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,720 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,480 (year 2037),  Design Load: HL 93,  Features Intersected: LITTLE JAMISON CREEK,  Facility Carried by Structure: JAMISON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 41.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2400075,  Location: 00.60 S of NEW TRENTON RD (Lat: 39.307889,  Lng: -84.845219),  Route carried "on" structure: Alternate County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 900 (year 2040),  Design Load: HS 20,  Features Intersected: JOHNSON FORK WHITEWATER,  Facility Carried by Structure: JOHNSON FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 86.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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: Equal 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: Bituminous

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Structure Number: 4532,  Location: 01.23 W US 52 (Lat: 39.275711,  Lng: -84.882958),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: WHITE'S HILL ROAD,  Facility Carried by Structure: I-74 EB
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 4533,  Location: 01.23 W US 52 (Lat: 39.276039,  Lng: -84.883011),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: WHITE'S HILL ROAD,  Facility Carried by Structure: I-74 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.9m (45.6ft)

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Structure Number: 4534,  Location: 00.71 W US 52 (Lat: 39.275381,  Lng: -84.873414),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 10%,  Features Intersected: LONGNECKER ROAD,  Facility Carried by Structure: I-74 EB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 4535,  Location: 00.71 W US-52 (Lat: 39.275611,  Lng: -84.873475),  Route carried "under" structure: County highway ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 10%,  Features Intersected: LONGNECKER ROAD,  Facility Carried by Structure: I-74 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 67.1m (220.1ft)

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Structure Number: 4536,  Location: 05.44 E SR 1 (Lat: 39.279050,  Lng: -84.861481),  Route carried "under" structure: US 52,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 6,876 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 EB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 4.442,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 4537,  Location: 05.44 E SR 1 (Lat: 39.279169,  Lng: -84.861861),  Route carried "under" structure: US 52,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 6,876 (year 2004),  Truck Traffic: 10%,  Features Intersected: US 52,  Facility Carried by Structure: I-74 WB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 4.458,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.8m (68.2ft)

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Structure Number: 4539,  Location: 01.23 E US-52 (Lat: 39.279511,  Lng: -84.838792),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 3%,  Features Intersected: JOHNSON FK RD,  Facility Carried by Structure: I-74 EB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 454,  Location: 01.23 E US 52 (Lat: 39.279761,  Lng: -84.838861),  Route carried "under" structure: County highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 3%,  Features Intersected: JOHNSON FK RD,  Facility Carried by Structure: I-74 WB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)