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

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Structure Number: 1802526,  Location: APPROX 1000FT E I-77 (Lat: 41.414025,  Lng: -81.640550),  Route carried "on" structure: State highway 21,  Year Built: 1939,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 15,952 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 22,141 (year 2028),  Design Load: H 20,  Features Intersected: SR-17, (CUY-17-1453)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.420,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2007

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Structure Number: 1802585,  Location: APPROX 500 FT E SR21 (Lat: 41.414061,  Lng: -81.637944),  Route carried "on" structure: State highway 17,  Year Built: 1939,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 25,480 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 35,366 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: CUYAHOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.590,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $360,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $400,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1802623,  Location: 0.44 MI. E. OF JCT SR 21 (Lat: 41.414142,  Lng: -81.631756),  Route carried "on" structure: State highway 17,  Year Built: 1993,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 8,160 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,326 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OHIO CANAL .4 MI E 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.100,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 1830287,  Location: 322 FT W OF CANAL RD,  Route carried "on" structure: County highway 53,  Year Built: 1964,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 42,365 (year 1998),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,000 (year 2025),  Design Load: HS 20,  Features Intersected: OH CANAL/ROCKSIDE #218
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: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  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: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1830295,  Location: 2700 FT W OF TURNEY RD,  Route carried "on" structure: County highway 53,  Year Built: 1964,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 28,214 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,161 (year 2027),  Design Load: HS 20,  Features Intersected: POWER LN/ROCKSIDE RD #21
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  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: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 1832131,  Location: 124 FT W OF HEMLOCK RD,  Route carried "on" structure: County highway 153,  Year Built: 1905,  Year Reconstructed: 1963,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,932 (year 1998),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,070 (year 2024),  Design Load: HS 15,  Features Intersected: HEMLOCK CRK/STONE RD #93
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  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: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Inventory Rating: 25.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1832883,  Location: 8126' E.OF BRECKSVILLE RD (Lat: 41.373333,  Lng: -81.617222),  Route carried "on" structure: County highway 145,  Year Built: 2003,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,598 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,218 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: OHIO CANAL/HILLSIDE #98
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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 minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 183298,  Location: SOUTH OF TINKERS CREEK RD (Lat: 41.365000,  Lng: -81.608333),  Route carried "on" structure: County highway 82,  Year Built: 1993,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 13,342 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,228 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: TINKERS CRK/CANAL RD #10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 1834711,  Location: WEST OF TINKERS CRK RD,  Route carried "on" structure: County highway 96,  Year Built: 1954,  Status: Closed,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 5 (year 1990),  Average Future Daily Traffic: 7 (year 2029),  Design Load: HS 20,  Features Intersected: OH CANAL/RIVERVIEW RD #9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior 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: Wearing Surface: Bituminous

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Structure Number: 1887122,  Location: .7 MI. N. OF ROCKSIDE RD. (Lat: 41.403333,  Lng: -81.626667),  Route carried "on" structure: City street FOSOI,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 3,500 (year 1951),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,858 (year 2029),  Design Load: HS 20,  Features Intersected: FOSDICK RD OVER OH CANAL,  Facility Carried by Structure: FOSDICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 188713,  Location: .5 MI. N. OF ROCKSIDE RD. (Lat: 41.401667,  Lng: -81.626667),  Route carried "on" structure: City street HEINT,  Year Built: 1965,  Status: Closed,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 3,500 (year 1951),  Average Future Daily Traffic: 4,858 (year 2027),  Design Load: HS 20,  Features Intersected: OHIO CANAL (CLOSED)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Imminent failure,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  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: 1802526,  Location: APPROX 1000FT E I-77 (Lat: 41.414025,  Lng: -81.640550),  Route carried "under" structure: State highway 17,  Year Built: 1939,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 25,480 (year 2004),  Truck Traffic: 6%,  Features Intersected: SR-21(0958)BRECKSVILLE R,  Facility Carried by Structure: SR21
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 2.339,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1802658,  Location: 100FT WEST OF CANAL RD (Lat: 41.414136,  Lng: -81.631953),  Route carried "under" structure: State highway 17,  Year Built: 2006,  Structure Length: 17.73m (58.17ft),  Average Daily Traffic: 8,160 (year 2004),  Truck Traffic: 3%,  Features Intersected: MP TOWPATH PED BR(CAPR05,  Facility Carried by Structure: TOWPATH (CAPR05)
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 2.409,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 65.8m (215.9ft)