Bridge Statistics for Withamsville, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1300229,  Location: 2.9 MI EAST OF I275 (Lat: 39.088731,  Lng: -84.232569),  Route carried "on" structure: State highway 32,  Year Built: 1959,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 45,023 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,492 (year 2035),  Design Load: HS 20,  Features Intersected: TRIBUTARY SHAYLER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.097,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: September 2021

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Structure Number: 1305794,  Location: .5 MI N OF SR125 (Lat: 39.073961,  Lng: -84.293519),  Route carried "on" structure: County highway T0701,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2038),  Design Load: H 15,  Features Intersected: IR 275,  Facility Carried by Structure: TR-701 WILFERT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.752,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1305816,  Location: OVER SR125 (Lat: 39.068531,  Lng: -84.298989),  Route carried "on" structure: Interstate 275,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 5,744 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,973 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 125
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.744,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 1305824,  Location: OVER SR125 (Lat: 39.068761,  Lng: -84.299231),  Route carried "on" structure: Interstate 275,  Year Built: 1973,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 5,744 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,973 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SR 125
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.744,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Superior 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: 1305859,  Location: .5 MI S OF SR125 (Lat: 39.064189,  Lng: -84.306850),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 16,463 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,851 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 61(HOPPER HILL ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.565,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior 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: 1305867,  Location: .5 MI S OF SR125 (Lat: 39.064500,  Lng: -84.306861),  Route carried "on" structure: Interstate 275,  Year Built: 1972,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.43m (14.53ft),  Average Daily Traffic: 16,463 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,851 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 61(HOPPER HILL ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.565,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: 1331035,  Location: .03 MI. S. OF JCT. CR.107 (Lat: 39.078631,  Lng: -84.250761),  Route carried "on" structure: County highway C0380,  Year Built: 1999,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 15,513 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,532 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SHAYLER CREEK,  Facility Carried by Structure: BACH BUXTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 61.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 1331426,  Location: Shayler Road (Lat: 39.073111,  Lng: -84.260761),  Route carried "on" structure: County highway C0107,  Year Built: 2000,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 5,418 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,520 (year 2035),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: Shayler Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1332708,  Location: Bradbury Road (Lat: 39.040811,  Lng: -84.290969),  Route carried "on" structure: County highway T0150,  Year Built: 1968,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,889 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,010 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CREEK,  Facility Carried by Structure: Bradbury Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1333801,  Location: .06MI N OF INT W/SHAYLER (Lat: 39.075989,  Lng: -84.258081),  Route carried "on" structure: County highway C0033,  Year Built: 2007,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,729 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,952 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CLOUGH PIKE,  Facility Carried by Structure: COUNTY ROAD 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 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: 1333909,  Location: .1MI. N. OF INT BRADBURY (Lat: 39.041400,  Lng: -84.289111),  Route carried "on" structure: County highway T0338,  Year Built: 2009,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,949 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,705 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: SLAVEN ROAD,  Facility Carried by Structure: Slaven Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 1357795,  Location: 80' w of int.Woodland Tr. (Lat: 39.036619,  Lng: -84.306089),  Route carried "on" structure: County highway C0095,  Year Built: 2019,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,900 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,413 (year 2038),  Design Load: HL 93,  Features Intersected: Nine Mile Tobasco,  Facility Carried by Structure: Ninemile Tobasco
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.851,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Operating Rating: 55.1 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 135784,  Location: Ninemile Tobasco Road (Lat: 39.039350,  Lng: -84.299700),  Route carried "on" structure: County highway C0095,  Year Built: 1900,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 3,739 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,190 (year 2035),  Design Load: HS 20,  Features Intersected: NINEMILE CREEK,  Facility Carried by Structure: Ninemile Tobasco
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1357891,  Location: Ninemile Tobasco Road (Lat: 39.041789,  Lng: -84.291339),  Route carried "on" structure: County highway C0095,  Year Built: 1900,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,739 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,190 (year 2035),  Features Intersected: NINEMILE,  Facility Carried by Structure: Ninemile Tobasco
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 6.4m (21.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1358952,  Location: Shayler Road (Lat: 39.076200,  Lng: -84.256219),  Route carried "on" structure: County highway C0107,  Year Built: 1900,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 5,418 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,520 (year 2035),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: Shayler Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 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: 1359002,  Location: Shayler Road (Lat: 39.081439,  Lng: -84.245869),  Route carried "on" structure: Spur County highway C0107,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 5,418 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,520 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: Shayler Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 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: 1359053,  Location: Shayler Road (Lat: 39.084561,  Lng: -84.241131),  Route carried "on" structure: Spur County highway C0107,  Year Built: 1900,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,418 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,520 (year 2035),  Design Load: HS 20,  Features Intersected: SHAYLER RUN,  Facility Carried by Structure: Shayler Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.750,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 12 months,  Inspection Date: July 2021

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Structure Number: 1305794,  Location: .5 MI N OF SR125 (Lat: 39.073961,  Lng: -84.293519),  Route carried "under" structure: Interstate 275,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 61,074 (year 2016),  Truck Traffic: 11%,  Features Intersected: T701 WILFERT DRIVE,  Facility Carried by Structure: TR-701 WILFERT DR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 20.020,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1305816,  Location: OVER SR125 (Lat: 39.068531,  Lng: -84.298989),  Route carried "under" structure: State highway 125,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 39,198 (year 2015),  Truck Traffic: 4%,  Features Intersected: I275*W,  Facility Carried by Structure: IR 275 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.287,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1305824,  Location: OVER SR125 (Lat: 39.068761,  Lng: -84.299231),  Route carried "under" structure: State highway 125,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 33,944 (year 2015),  Truck Traffic: 4%,  Features Intersected: I275*E,  Facility Carried by Structure: I275 SB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.239,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1305859,  Location: .5 MI S OF SR125 (Lat: 39.064189,  Lng: -84.306850),  Route carried "under" structure: County highway 61,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 2,227 (year 2015),  Truck Traffic: 5%,  Features Intersected: I275*W,  Facility Carried by Structure: I275 NB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.575,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1305867,  Location: .5 MI S OF SR125 (Lat: 39.064500,  Lng: -84.306861),  Route carried "under" structure: County highway 61,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 2,227 (year 2015),  Truck Traffic: 5%,  Features Intersected: I275*E,  Facility Carried by Structure: I275 SB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 2.607,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)