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

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Structure Number: 930006,  Location: .1 MI N OF SOMERVILLE RD (Lat: 39.553719,  Lng: -84.649211),  Route carried "on" structure: County highway T0265,  Year Built: 2015,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 351 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 487 (year 2038),  Design Load: HL 93,  Features Intersected: Williams Run,  Facility Carried by Structure: Baker Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.043,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 68.0 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: 38.9 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 930199,  Location: .4 MI N OF CRESCENTVILLE (Lat: 39.304311,  Lng: -84.435181),  Route carried "on" structure: County highway T0127,  Year Built: 1986,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 290 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 403 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: WINDISCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 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: 22.7 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 931,  Location: 0.51 E OF S. BEL HAVEN LN (Lat: 39.356650,  Lng: -84.452250),  Route carried "on" structure: County highway T3502,  Year Built: 2021,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 208 (year 2041),  Design Load: HL 93,  Features Intersected: Trib. to Mill Creek,  Facility Carried by Structure: Balmoral Ct
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.821,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 935204,  Location: .1 MI W. OF MORGANTHALER (Lat: 39.468500,  Lng: -84.482431),  Route carried "on" structure: County highway C0152,  Year Built: 1994,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 5,860 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,134 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: STREAM,  Facility Carried by Structure: TRENTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.601,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  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: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  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: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3105083,  Location: 1.46 MI. WEST OF I-71 (Lat: 39.225719,  Lng: -84.394011),  Route carried "on" structure: City street STREE,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 34,520 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,546 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: S.R. 126,  Facility Carried by Structure: PLAINFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.619,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3105105,  Location: 0.82 MILES WEST OF I-71 (Lat: 39.224900,  Lng: -84.382419),  Route carried "on" structure: City street M0251,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 7,533 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 70,631 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STATE ROUTE 126,  Facility Carried by Structure: BLUE ASH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.745,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.4m (50.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.7m (54.8ft)

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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy

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Structure Number: 3105121,  Location: 0.58 MILES WEST OF I-71 (Lat: 39.225439,  Lng: -84.377961),  Route carried "on" structure: State highway 126,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 51,245 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 71,128 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: CR 269 (KENWOOD ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.674,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 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: 3107396,  Location: .8 MI. SOUTH OF I-275 (Lat: 39.261181,  Lng: -84.360281),  Route carried "on" structure: County highway DRFLD,  Year Built: 1999,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 183,213 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-71,  Facility Carried by Structure: DEERFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3107418,  Location: .3 MI S OF IR 275 (Lat: 39.267189,  Lng: -84.355739),  Route carried "on" structure: City street M0256,  Year Built: 1966,  Status: Open,  Structure Length: 9.71m (31.86ft),  Average Daily Traffic: 11,021 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 183,213 (year 2038),  Design Load: HS 20,  Features Intersected: I-71,  Facility Carried by Structure: CORNELL RD C256
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.280,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.4m (119.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.2 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: 22.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3113086,  Location: .6 MI W IR 71 (Lat: 39.277411,  Lng: -84.359611),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 50,362 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,902 (year 2038),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.278,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 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: 51.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 3113116,  Location: .6 MI W OF IR 71 (Lat: 39.277231,  Lng: -84.359739),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 50,362 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,902 (year 2038),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.278,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 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: 51.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 311314,  Location: .5 MI W OF IR 71 (Lat: 39.276081,  Lng: -84.357811),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 50,362 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,902 (year 2038),  Design Load: HS 20,  Features Intersected: C0257(DEERFIELD ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.503,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 26.0m (85.3ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: 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: 3113175,  Location: .5 MI W OF IR 71 (Lat: 39.275839,  Lng: -84.357839),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 50,362 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 69,902 (year 2038),  Design Load: HS 20,  Features Intersected: C0257(DEERFIELD ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.503,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.9m (88.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 26.9m (88.3ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: 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: 3138267,  Location: 1.42 MI N OF PLAINFIELD (Lat: 39.247100,  Lng: -84.380550),  Route carried "on" structure: County highway C0470,  Year Built: 1978,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 35,234 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,905 (year 2035),  Design Load: HL 93,  Features Intersected: CREEK-----(NORTH BRANCH),  Facility Carried by Structure: REED HARTMAN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.3 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: 45.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3163083,  Location: 200' S OF ZIG ZAG RD (Lat: 39.245019,  Lng: -84.374119),  Route carried "on" structure: City street TWBRK,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 415 (year 2040),  Design Load: HS 20,  Features Intersected: S. BRANCH SYCAMORE CREEK,  Facility Carried by Structure: TWINBROOK COURT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 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: 35.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021

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Structure Number: 3165078,  Location: 1.52 MI W OF BLUE ASH (Lat: 39.247881,  Lng: -84.375400),  Route carried "on" structure: County highway CR269,  Year Built: 1982,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 36,921 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 51,246 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TRIB N BR SYCAMORE CREE,  Facility Carried by Structure: KENWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.757,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3105083,  Location: 1.46 MI. WEST OF I-71 (Lat: 39.225719,  Lng: -84.394011),  Route carried "under" structure: State highway 126,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 38,578 (year 2015),  Truck Traffic: 2%,  Features Intersected: SR126,  Facility Carried by Structure: PLAINFIELD RD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 29.258,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.0m (42.7ft)

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Structure Number: 3105105,  Location: 0.82 MILES WEST OF I-71 (Lat: 39.224900,  Lng: -84.382419),  Route carried "under" structure: State highway 126,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50,887 (year 2015),  Truck Traffic: 2%,  Features Intersected: BLUE ASH ROAD,  Facility Carried by Structure: BLUE ASH RD.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 30.288,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: 3105121,  Location: 0.58 MILES WEST OF I-71 (Lat: 39.225439,  Lng: -84.377961),  Route carried "under" structure: City street 269,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 16,934 (year 2015),  Truck Traffic: 3%,  Features Intersected: CR 453 (CROSS COUNTY HWY,  Facility Carried by Structure: S.R. 126
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 7.403,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 3107396,  Location: .8 MI. SOUTH OF I-275 (Lat: 39.261181,  Lng: -84.360281),  Route carried "under" structure: Interstate 71,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 131,998 (year 2015),  Truck Traffic: 14%,  Features Intersected: DEERFIELD RD MR115,  Facility Carried by Structure: DEERFIELD ROAD
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 26.860,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 3107418,  Location: .3 MI S OF IR 275 (Lat: 39.267189,  Lng: -84.355739),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 131,998 (year 2015),  Truck Traffic: 14%,  Features Intersected: CR 256(CORNELL ROAD),  Facility Carried by Structure: CORNELL RD C256
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 27.632,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.4m (119.4ft)

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Structure Number: 311314,  Location: .5 MI W OF IR 71 (Lat: 39.276081,  Lng: -84.357811),  Route carried "under" structure: County highway C0257,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,227 (year 2015),  Truck Traffic: 5%,  Features Intersected: I275*W,  Facility Carried by Structure: WB IR 275
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.554,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 3113175,  Location: .5 MI W OF IR 71 (Lat: 39.275839,  Lng: -84.357839),  Route carried "under" structure: County highway C0257,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 2,227 (year 2015),  Truck Traffic: 5%,  Features Intersected: I275*E,  Facility Carried by Structure: EB IR 275
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 4.506,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)