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

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Structure Number: 3105083,  Location: 1.46 MI. WEST OF I-71 (Lat: 40.000000,  Lng: -81.000000),  Route carried "on" structure: City street STREE,  Year Built: 1964,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 11,400 (year 1976),  Average Future Daily Traffic: 65,541 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: S.R. 126,  Facility Carried by Structure: PLAINFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.620,  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: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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 12 months,  Inspection Date: October 2007,  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: 40.000000,  Lng: -81.000000),  Route carried "on" structure: City street 251,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 11,400 (year 1976),  Average Future Daily Traffic: 65,541 (year 2027),  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: 5.750,  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: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Epoxy

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Structure Number: 3105121,  Location: 0.58 MILES WEST OF I-71 (Lat: 40.000000,  Lng: -81.000000),  Route carried "on" structure: State highway 126,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 49,975 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,541 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CR 269 (KENWOOD ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.680,  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: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3107418,  Location: .3 MI S OF IR 275 (Lat: 39.268333,  Lng: -84.355000),  Route carried "on" structure: City street 256,  Year Built: 1966,  Status: Open,  Structure Length: 9.71m (31.86ft),  Average Daily Traffic: 100 (year 2004),  Average Future Daily Traffic: 190,545 (year 2029),  Design Load: H 20,  Features Intersected: I-71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.830,  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: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2007,  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: 39.277222,  Lng: -84.359444),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 60,410 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 83,849 (year 2029),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.300,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: December 2007,  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: 3113116,  Location: .6 MI W OF IR 71 (Lat: 39.277222,  Lng: -84.359444),  Route carried "on" structure: Interstate 275,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.09m (13.42ft),  Average Daily Traffic: 60,410 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 83,849 (year 2029),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.300,  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: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 3136264,  Location: NO DATA,  Route carried "on" structure: City street S0263,  Year Built: 1970,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,500 (year 1976),  Average Future Daily Traffic: 3,470 (year 2027),  Features Intersected: CREEK----BLA-REA(HUNT RD,  Facility Carried by Structure: NO DATA
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007

Structure Number: 3138267,  Location: NO DATA,  Route carried "on" structure: County highway C0470,  Year Built: 1978,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,870 (year 1978),  Average Future Daily Traffic: 9,536 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CREEK-----(NORTH BRANCH),  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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 12 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 3138321,  Location: .04 MI. W. OF DEERFIELD,  Route carried "on" structure: County highway C0256,  Year Built: 1992,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,600 (year 1989),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,773 (year 2028),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: CO256
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: March 2007

Structure Number: 3163083,  Location: NO DATA,  Route carried "on" structure: City street TWBRK,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 1990),  Average Future Daily Traffic: 139 (year 2027),  Features Intersected: S. BRANCH SYCAMORE CREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2006

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Structure Number: 3163172,  Location: .25 MI. E. OF KENWOOD RD. (Lat: 39.218889,  Lng: -84.378889),  Route carried "on" structure: City street DONJO,  Year Built: 1998,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 232 (year 1995),  Average Future Daily Traffic: 322 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: S BRANCH SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2006

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Structure Number: 3165078,  Location: 1.52 MI W OF BLUE ASH (Lat: 39.248333,  Lng: -84.375000),  Route carried "on" structure: City street KENWD,  Year Built: 1982,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 15,140 (year 1994),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,014 (year 2023),  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: 0.000,  Lanes on structure: 3,  Owner: County 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-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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 12 months,  Inspection Date: May 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3105083,  Location: 1.46 MI. WEST OF I-71 (Lat: 40.000000,  Lng: -81.000000),  Route carried "under" structure: State highway 126,  Year Built: 1964,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 49,975 (year 2005),  Truck Traffic: 3%,  Features Intersected: PLAINFIELD RD.,  Facility Carried by Structure: PLAINFIELD RD
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 2.927,  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: 3105091,  Location: 0.84 MI. WEST OF I-71 (Lat: 40.000000,  Lng: -81.000000),  Route carried "under" structure: State highway 126,  Year Built: 1964,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 49,975 (year 2005),  Truck Traffic: 3%,  Features Intersected: INDIANA RAILROAD,  Facility Carried by Structure: INDIANA RR
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 3.026,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 3105105,  Location: 0.82 MILES WEST OF I-71 (Lat: 40.000000,  Lng: -81.000000),  Route carried "under" structure: State highway 126,  Year Built: 1964,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 49,975 (year 2005),  Truck Traffic: 3%,  Features Intersected: BLUE ASH ROAD,  Facility Carried by Structure: BLUE ASH RD.
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.303,  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: 40.000000,  Lng: -81.000000),  Route carried "under" structure: City street 269,  Year Built: 1966,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 11,200 (year 1975),  Features Intersected: CR 453 (CROSS COUNTY HWY,  Facility Carried by Structure: S.R. 126
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.741,  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: 3107418,  Location: .3 MI S OF IR 275 (Lat: 39.268333,  Lng: -84.355000),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 9.71m (31.86ft),  Average Daily Traffic: 137,280 (year 2005),  Truck Traffic: 11%,  Features Intersected: C256(CORNELL ROAD),  Facility Carried by Structure: CORNELL RD C256
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 2.764,  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)