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Bridge Statistics for Cambridge, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cambridge, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 121 meters (397ft) Total costs: $150,000 Total average daily traffic: 154,926 Total average daily truck traffic: 25,087 National Bridge Inventory (NBI) Registered Bridges for Cambridge
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 3000249, Location: 2 M E OF JCT SR 723 (Lat: 40.025000, Lng: -81.595000), Route carried "on" structure: US 22, Year Built: 1924, Year Reconstructed: 1971, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 10,320 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,602 (year 2027), Design Load: HS 20, Features Intersected: WILLS CR & OHIO CENT RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 10, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.9m (6.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.8 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3002942, Location: .7 M S OF JCT US 40 (Lat: 40.018333, Lng: -81.560000), Route carried "on" structure: Interstate 77, Year Built: 1956, Year Reconstructed: 2000, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 11,740 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 13,262 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-77 OVER CSX RR & CR 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.490, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3003, Location: .4 M S OF JCT US 40 (Lat: 40.023333, Lng: -81.560000), Route carried "on" structure: Interstate 77, Year Built: 1956, Year Reconstructed: 2000, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,740 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 13,262 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-77 OVER LEATHERWOOD CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.900, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 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: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3003035, Location: .4 M S OF JCT US 40 (Lat: 40.023333, Lng: -81.560000), Route carried "on" structure: Interstate 77, Year Built: 1963, Year Reconstructed: 2000, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 11,740 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 13,262 (year 2027), Design Load: HS 20+Mod, Features Intersected: I-77 OVER LEATHERWOOD CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.900, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 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: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Very good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3004023, Location: 2.2 M E OF JCT SR 658 (Lat: 40.026667, Lng: -81.603333), Route carried "on" structure: State highway 209, Year Built: 1932, Year Reconstructed: 1984, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 4,430 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 4,081 (year 2027), Design Load: HS 20+Mod, Features Intersected: WILLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.280, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 3004058, Location: .1 M E OF JCT US 22 & 40 (Lat: 40.023333, Lng: -81.590000), Route carried "on" structure: State highway 209, Year Built: 1967, Year Reconstructed: 1986, Status: Open, Structure Length: 25.85m (84.81ft), Average Daily Traffic: 10,700 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 16,489 (year 2027), Design Load: HS 20, Features Intersected: WILLS CRK & CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.790, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: September 1994, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3004082, Location: 1.6 M W OF JCT I-70 (Lat: 40.018333, Lng: -81.586667), Route carried "on" structure: State highway 209, Year Built: 1967, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 11,638 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 15,770 (year 2027), Design Load: HS 20, Features Intersected: OVER WILLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.410, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: April 2003, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3004112, Location: .7 M W OF JCT I-70 (Lat: 40.008333, Lng: -81.578333), Route carried "on" structure: State highway 209, Year Built: 1963, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 11,638 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 18,360 (year 2027), Design Load: H 20, Features Intersected: OVER WILLS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.850, Lanes on structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: April 2003, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3004147, Location: AT JCT OF I-70 (Lat: 40.000000, Lng: -81.578333), Route carried "on" structure: State highway 209, Year Built: 1963, Year Reconstructed: 1993, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 27,290 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 34,603 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 209 OVER I-70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.970, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 22.7m (74.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3006875, Location: .25 M S OF JCT US 22 (Lat: 40.010000, Lng: -81.623333), Route carried "on" structure: State highway 723, Year Built: 1962, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,260 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 7,301 (year 2027), Design Load: HS 20, Features Intersected: OVER B&O RR & CROOKED CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.870, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Underclear: Better than 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: June 2007, Deck Structure Type: Concrete Cast-file-Place Structure Number: 3034046, Location: .75 MI W. OF INTER. RT. 7, Route carried "on" structure: County highway MORTN, Year Built: 1994, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 50 (year 1994), Average Future Daily Traffic: 69 (year 2027), Design Load: HS 20, Features Intersected: CROSS OVER LEATHERWOOD C, Facility Carried by Structure: MORTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 23.4 metric tons, 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3061043, Location: 8MI N OF INTERSTATE HWY70 (Lat: 40.015000, Lng: -81.586667), Route carried "on" structure: City street CAMPB, Year Built: 1958, Year Reconstructed: 1979, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 800 (year 1998), Average Future Daily Traffic: 1,078 (year 2020), Design Load: H 20, Features Intersected: WILLS 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: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 44.2m (145.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 24.3 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2003, Critical Feature Inspection Date: April 1998, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $10,000, Total Project Cost: $150,000 ( Estimate for 2000), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3002942, Location: .7 M S OF JCT US 40 (Lat: 40.018333, Lng: -81.560000), Route carried "under" structure: County highway C0431, Year Built: 1956, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 200 (year 1968), Features Intersected: CR 431& CSX RR UNDER I 7, Facility Carried by Structure: SOUTH BOUND I-77 Minimum Vertical Clearance: 0.76m (2.49ft), Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 3004147, Location: AT JCT OF I-70 (Lat: 40.000000, Lng: -81.578333), Route carried "under" structure: Interstate 70, Year Built: 1963, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 37,380 (year 2005), Truck Traffic: 34%, Features Intersected: I-70 UNDER SR209, Facility Carried by Structure: SR 209 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.401, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Discuss this city on our hugely popular Ohio forum Back to: Cambridge, OH, Ohio, All US cities.
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