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

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Structure Number: 181017,  Location: .25 MI S E BAGLEY RD (Lat: 41.369217,  Lng: -81.856950),  Route carried "on" structure: State highway 237,  Year Built: 1972,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 17.89m (58.69ft),  Average Daily Traffic: 11,630 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,142 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: E BR ROCKY RIV SO BAGLEY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.490,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 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: 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,  Length Of Structure Improvement: 17.89m (58.69ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,909,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,100,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1829335,  Location: 6.8MI EAST OF EXIT 9 (Lat: 41.350000,  Lng: -81.865000),  Route carried "on" structure: City street 67,  Year Built: 1954,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 11.74m (38.52ft),  Average Daily Traffic: 26,000 (year 1990),  Truck Traffic: 23%,  Average Future Daily Traffic: 40,002 (year 2027),  Design Load: HS 20,  Features Intersected: I80 OHIO TPK,  Facility Carried by Structure: SPRAUGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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: May 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: 1830058,  Location: 268' W OF S ROCKY RVR DR (Lat: 41.373333,  Lng: -81.861667),  Route carried "on" structure: County highway C0027,  Year Built: 1961,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 44,166 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,403 (year 2025),  Design Load: H 20,  Features Intersected: E BR ROCKY RVR/BAGLEY #2,  Facility Carried by Structure: BAGLEY RD - CR 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1830899,  Location: EAST OF COIT ROAD (Lat: 41.558333,  Lng: -81.600000),  Route carried "on" structure: County highway 282,  Year Built: 1912,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 11,445 (year 1999),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,563 (year 2025),  Design Load: HS 15,  Features Intersected: NINE MILE CRK/LKSHR #188
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 27.0 metric tons,  Inventory Rating: 19.8 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 1833332,  Location: 758 FT N OF MAIN STR,  Route carried "on" structure: County highway 250,  Year Built: 1933,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 8,457 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,385 (year 2023),  Design Load: H 15,  Features Intersected: BLDWN CRK/SO RCKY RVR #3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.0 metric tons,  Inventory Rating: 19.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2004,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $36,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 183477,  Location: W.OF S.ROCKY RVR DRIVE,  Route carried "on" structure: County highway C0241,  Year Built: 1972,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 10,500 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 135 (year 2025),  Design Load: HS 20,  Features Intersected: E.BR RCKY RVR/ W.BR. #25,  Facility Carried by Structure: (W) BRIDGE /CR 241
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  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: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1829335,  Location: 6.8MI EAST OF EXIT 9 (Lat: 41.350000,  Lng: -81.865000),  Route carried "under" structure: Interstate 80K,  Year Built: 1954,  Structure Length: 11.74m (38.52ft),  Average Daily Traffic: 28,820 (year 1972),  Truck Traffic: 1%,  Features Intersected: SPRAGUE RD MP1590,  Facility Carried by Structure: SPRAUGE RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.927,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Structure Number: 1840053,  Location: NO DATA,  Route carried "under" structure: County highway 178,  Year Built: 1909,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 8,947 (year 1992),  Truck Traffic: 2%,  Features Intersected: BARRETT RD/CONRAIL #5R,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 40.8m (133.9ft)

Structure Number: 1840428,  Location: NORTH ROCKY RIVER DR,  Route carried "under" structure: County highway C0088,  Year Built: 1910,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 15,680 (year 1993),  Truck Traffic: 3%,  Features Intersected: N. RCKY RVR/CONRAIL #42R,  Facility Carried by Structure: CONRAIL RR 42R
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Structure Number: 1840436,  Location: NO DATA,  Route carried "under" structure: County highway 88,  Year Built: 1918,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 15,680 (year 1992),  Truck Traffic: 2%,  Features Intersected: RIVERSIDE DR/CONRAIL #43,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.8m (42.0ft)

Structure Number: 1840746,  Location: TR 178,  Route carried "under" structure: County highway 178,  Year Built: 2000,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 800 (year 2002),  Truck Traffic: 3%,  Features Intersected: CSXT RR/ BARRETT RD 4R
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 184077,  Location: 414' WEST OF LINDBERG BLV (Lat: 41.372778,  Lng: -81.872500),  Route carried "under" structure: County highway C0027,  Year Built: 2005,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 27,063 (year 2002),  Truck Traffic: 6%,  Features Intersected: CSXT RR/BAGLEY 70R,  Facility Carried by Structure: CSX RAILROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)