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Bridge Statistics for Beavercreek, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Beavercreek, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 85 Total length: 547 meters (1,795ft) Total average daily traffic: 2,146,280 Total average daily truck traffic: 187,142 National Bridge Inventory (NBI) Registered Bridges for Beavercreek
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 2900092, Location: OVER SR 835CLOSED RAMP (Lat: 39.726667, Lng: -84.068333), Route carried "on" structure: US 35, Year Built: 1955, Year Reconstructed: 1996, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 42,020 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 58,324 (year 2028), Design Load: H 20, Features Intersected: CLOSED RAMP=S835*E-US35* Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.330, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 15 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.7m (84.3ft) 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2900122, Location: 2.27 MI N OF MOT/GRE LINE (Lat: 39.725000, Lng: -84.065000), Route carried "on" structure: US 35, Year Built: 1955, Year Reconstructed: 1996, Status: Open, Structure Length: 3.39m (11.12ft), Average Daily Traffic: 42,020 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 50,329 (year 2028), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.650, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.7m (77.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 290013, Location: 2MI E. OF IR 675 (Lat: 39.723611, Lng: -84.063889), Route carried "on" structure: State highway 835, Year Built: 2002, Status: Open, Structure Length: 7.26m (23.82ft), Average Daily Traffic: 4,900 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 11,330 (year 2024), Design Load: HS 20+Mod, Features Intersected: US 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.980, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Excellent, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 2900149, Location: 2.1 MI EAST OF IR 675 (Lat: 39.720833, Lng: -84.059722), Route carried "on" structure: State highway 835, Year Built: 2002, Status: Open, Structure Length: 5.95m (19.52ft), Average Daily Traffic: 17,720 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 48,530 (year 2024), Design Load: HS 20+Mod, Features Intersected: US 35 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.590, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.4m (96.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 4.3m (14.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.0m (98.4ft) Condition: Deck: Very good, Superstructure: Excellent, 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: 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, 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: 2900211, Location: BEAVERCREEK CORP LINE (Lat: 39.708333, Lng: -84.028333), Route carried "on" structure: US 35, Year Built: 1955, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 37,030 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 32,729 (year 2028), Design Load: H 20, Features Intersected: BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.320, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.9m (98.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, 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: Superior to present desirable criteria, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 2900289, Location: 2.42 MILES WEST OF XENIA (Lat: 39.701111, Lng: -83.999444), Route carried "on" structure: US 35, Year Built: 1955, Year Reconstructed: 1997, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 35,300 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 48,996 (year 2028), Design Load: HS 20+Mod, Features Intersected: LITTLE MIAMI RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.880, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.2m (108.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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, 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: 2902966, Location: .08 MI E MON-GRE CO LINE (Lat: 39.740000, Lng: -84.100000), Route carried "on" structure: US 35, Year Built: 1985, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 33,890 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 47,039 (year 2029), Design Load: HS 20+Mod, Features Intersected: DAYTON-XENIA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.120, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Good, Superstructure: 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2902974, Location: .08 MI E MON-GRE CO LINE (Lat: 39.740000, Lng: -84.100000), Route carried "on" structure: US 35, Year Built: 1985, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 33,890 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 47,039 (year 2028), Design Load: HS 20+Mod, Features Intersected: DAYTON-XENIA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.120, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 290299, Location: OVER IR 675 (Lat: 39.736667, Lng: -84.093333), Route carried "on" structure: Ramp US 35, Year Built: 1983, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 10 (year 2004), Average Future Daily Traffic: 14 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675*S RAMP;I675 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.8m (42.0ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2903008, Location: OVER IR 675 (Lat: 39.736667, Lng: -84.093333), Route carried "on" structure: Ramp US 35, Year Built: 1983, Status: Open, Structure Length: 12.95m (42.49ft), Average Daily Traffic: 21,010 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 29,162 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675*S RAMP;I675 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2903016, Location: OVER IR 675 (Lat: 39.736667, Lng: -84.093333), Route carried "on" structure: US 35, Year Built: 1983, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 21,010 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 29,162 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675*S RAMP;I675 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.880, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.6m (2.0ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.1m (69.2ft) 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2903032, Location: OVER US 35 (Lat: 39.735000, Lng: -84.093333), Route carried "on" structure: Ramp Interstate 675, Year Built: 1985, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 10,110 (year 2004), Truck Traffic: 19%, Average Future Daily Traffic: 58,324 (year 2028), Design Load: HS 20+Mod, Features Intersected: US35;US35*W RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft) 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2903067, Location: .5 MI E OF IR 675 (Lat: 39.733333, Lng: -84.083333), Route carried "on" structure: US 35, Year Built: 1985, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 21,010 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 29,162 (year 2028), Design Load: HS 20+Mod, Features Intersected: GRANGE HALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.720, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 15.1m (49.5ft), 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: 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2903075, Location: .5 MI E OF IR 675 (Lat: 39.733333, Lng: -84.083333), Route carried "on" structure: US 35, Year Built: 1985, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 21,010 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 29,162 (year 2028), Design Load: HS 20+Mod, Features Intersected: GRANGE HALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.720, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 290321, Location: .02 MI N BEAVERCREEK S CO (Lat: 39.683333, Lng: -84.100000), Route carried "on" structure: City street WAGNR, Year Built: 1986, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 100 (year 2004), Average Future Daily Traffic: 100,255 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675, Facility Carried by Structure: WAGNER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.640, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.8m (114.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903245, Location: .9 MI N BEAVERCREEK S COR (Lat: 39.696667, Lng: -84.096667), Route carried "on" structure: City street INRIP, Year Built: 1986, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 14,320 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 104,933 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675;RAMP=ROAD*E-I675*N, Facility Carried by Structure: INDIAN RIPPLE RD E Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.810, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903253, Location: .9 MI N BEAVERCREEK S COR (Lat: 39.696667, Lng: -84.096667), Route carried "on" structure: City street INRIP, Year Built: 1986, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 14,320 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 104,933 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675 RAMP=ROAD*E-I675*N, Facility Carried by Structure: INDIAN RIPPLE RD W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.810, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Satisfactory, Superstructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2903296, Location: 1.8 MI S OF SR 835 (Lat: 39.701667, Lng: -84.093333), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: VINELAND TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.660, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2903318, Location: 1.8 MI S OF SR 835 (Lat: 39.701667, Lng: -84.093333), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: VINELAND TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.660, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2903342, Location: .9 MI S OF SR 835 (Lat: 39.715000, Lng: -84.091667), Route carried "on" structure: City street SKAKT, Year Built: 1983, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 6,700 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 104,933 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675, Facility Carried by Structure: SHAKERTOWN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.130, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903377, Location: .2 MI S OF SR 835 (Lat: 39.725000, Lng: -84.090000), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: PATTERSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.240, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903385, Location: .2 MI S OF SR 835 (Lat: 39.725000, Lng: -84.090000), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: PATTERSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.240, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903415, Location: .1 MI S OF SR 835 (Lat: 39.726667, Lng: -84.090000), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: LITTLE BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.370, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2903423, Location: .1 MI S OF SR 835 (Lat: 39.726667, Lng: -84.090000), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: LITTLE BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.370, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2903466, Location: OVER SR 835 (Lat: 39.728333, Lng: -84.090000), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: S835 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.580, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903474, Location: OVER SR 835 (Lat: 39.728333, Lng: -84.090000), Route carried "on" structure: Interstate 675, Year Built: 1983, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 37,800 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 52,466 (year 2028), Design Load: HS 20+Mod, Features Intersected: S835 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.580, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903504, Location: OVER IR 675 (Lat: 39.733333, Lng: -84.091667), Route carried "on" structure: Ramp US 35, Year Built: 1985, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 10,110 (year 2004), Truck Traffic: 29%, Average Future Daily Traffic: 104,933 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675 RAMP;I675 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903598, Location: .3 MI N OF US 35 (Lat: 39.740000, Lng: -84.095000), Route carried "on" structure: City street DAYXN, Year Built: 1985, Status: Open, Structure Length: 12.56m (41.21ft), Average Daily Traffic: 1,000 (year 2004), Truck Traffic: 25%, Average Future Daily Traffic: 101,545 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675*S RAMP;I675, Facility Carried by Structure: DAYTON-XENIA RD C- Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 290366, Location: 1.5 MI N OF US 35 (Lat: 39.756667, Lng: -84.091667), Route carried "on" structure: City street KEMP0, Year Built: 1985, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 9,200 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 101,545 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675, Facility Carried by Structure: KEMP RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.810, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 2903695, Location: 1.2 MI S BEAVERCREEK N CO (Lat: 39.768333, Lng: -84.090000), Route carried "on" structure: Ramp Interstate 675, Year Built: 1984, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 73,159 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 101,545 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675, Facility Carried by Structure: RAMP S SKYLINE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.220, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903709, Location: 1.2 MI S BEAVERCREEK N CO (Lat: 39.768333, Lng: -84.090000), Route carried "on" structure: Ramp Interstate 675, Year Built: 1984, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 5,600 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 101,545 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675, Facility Carried by Structure: SKYLINE DR N RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.220, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Satisfactory, Superstructure: 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903768, Location: .5 MI S BEAVERCREEK N COR (Lat: 39.771667, Lng: -84.075000), Route carried "on" structure: City street GRANG, Year Built: 1984, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,000 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 101,545 (year 2028), Design Load: HS 20+Mod, Features Intersected: I675 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.180, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 4 months, Inspection Date: March 2007, Other Special Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy Find on map >>
Structure Number: 2903822, Location: .7 MI N BEAVERCREEK N COR (Lat: 39.776667, Lng: -84.050000), Route carried "on" structure: County highway 9, Year Built: 1976, Status: Open, Structure Length: 11.16m (36.61ft), Average Daily Traffic: 10,650 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 24,248 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 844 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.630, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 24.2m (79.4ft), Out-to-Out Width: 26.4m (86.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2904462, Location: 0.35 MI E OF MOT/GRE LINE (Lat: 39.728333, Lng: -84.100000), Route carried "on" structure: State highway 835, Year Built: 1985, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 5,790 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 9,633 (year 2028), Design Load: HS 20+Mod, Features Intersected: LITTLE BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.560, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 22 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: 25.2m (82.7ft), Out-to-Out Width: 26.2m (86.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 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: 290447, Location: 0.87 MI E OF MOT/GRE LINE (Lat: 39.728333, Lng: -84.095000), Route carried "on" structure: State highway 835, Year Built: 1985, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 5,790 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 8,037 (year 2028), Design Load: HS 20+Mod, Features Intersected: TRIB LIT BEAVER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.470, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007 Find on map >>
Structure Number: 2904519, Location: AT RESEARCH BLVD. (Lat: 39.726667, Lng: -84.071667), Route carried "on" structure: State highway 835, Year Built: 1986, Status: Open, Structure Length: 3.25m (10.66ft), Average Daily Traffic: 4,030 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 21,764 (year 2027), Design Load: HS 20+Mod, Features Intersected: LITTLE BEAVERCREEK, Facility Carried by Structure: E. PATTERSON RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.330, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior 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, 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: 2904616, Location: .9 MI N OF IR 675 (Lat: 39.780000, Lng: -84.041667), Route carried "on" structure: Alternate State highway 844, Year Built: 1988, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 11,745 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 16,302 (year 2028), Design Load: HS 20+Mod, Features Intersected: T119 COL GLENN HWY, Facility Carried by Structure: SB 444A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.480, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, 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: 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: Febuary 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: 2904632, Location: .9 MI N OF IR 675 (Lat: 39.763333, Lng: -84.041667), Route carried "on" structure: Alternate State highway 844, Year Built: 1988, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 11,745 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 16,302 (year 2028), Design Load: HS 20+Mod, Features Intersected: T119 COL GLENN HWY, Facility Carried by Structure: NB 444A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.480, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 293073, Location: 3.55 MI E MONT. CO. LINE, Route carried "on" structure: City street C0142, Year Built: 1998, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 13,249 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 18,390 (year 2024), Design Load: HS 20, Features Intersected: TRIB LITTLE BEAVERCREEK, Facility Carried by Structure: DAYTON XENIA RD
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft) 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007 Structure Number: 2933691, Location: NO DATA, Route carried "on" structure: City street T0048, Year Built: 1965, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 6,330 (year 1986), Truck Traffic: 4%, Average Future Daily Traffic: 8,786 (year 2028), Design Load: HS 20, Features Intersected: LITTLE BEAVERCREEK, 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: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, 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: Wearing Surface: Bituminous, Membrane: Built-up Structure Number: 2934, Location: NO DATA, Route carried "on" structure: City street C0009, Year Built: 1976, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,000 (year 1984), Truck Traffic: 4%, Average Future Daily Traffic: 16,656 (year 2028), Design Load: HS 20, Features Intersected: TRIB TO LITTLE BEAVER, 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: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft) 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007 Find on map >>
Structure Number: 2934027, Location: 0.10 MILE NORTH OF U.S.35 (Lat: 39.722222, Lng: -84.058333), Route carried "on" structure: County highway C0009, Year Built: 2003, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 24,460 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 33,950 (year 2025), Design Load: HS 20+Mod, Features Intersected: LITTLE BEAVER CREEK, Facility Carried by Structure: NORTH FAIRFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 31.5m (103.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2934043, Location: 1.47 MI N OF STUTSMAN RD (Lat: 39.693333, Lng: -84.060000), Route carried "on" structure: City street C0009, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 15,091 (year 1986), Truck Traffic: 10%, Average Future Daily Traffic: 20,946 (year 2028), Design Load: HS 20, Features Intersected: BRA LITTLE BEAVER CREEK, Facility Carried by Structure: FAIRFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 2961466, Location: 0.25 MI N OF DAYTON-XENIA (Lat: 39.745089, Lng: -84.082608), Route carried "on" structure: City street GHALL, Year Built: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,500 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 2,082 (year 2027), Design Load: HS 20, Features Intersected: BRA LITTLE BEAVER CREEK, Facility Carried by Structure: GRANGE HALL ROAD 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 24.3 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008 Find on map >>
Structure Number: 2961474, Location: 0.35 MI N OF SHAKERTOWN (Lat: 39.716456, Lng: -84.073572), Route carried "on" structure: City street BRIDD, Year Built: 2000, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 139 (year 2027), Design Load: HS 20, Features Intersected: DRAINAGE DITCH 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: 6.1m (20.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 24.3 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008 Structure Number: 2961482, Location: 0.1 MI E OF NFAIRFIELD RD, Route carried "on" structure: City street OLDML, Year Built: 1960, Year Reconstructed: 1987, Status: Open, Structure Length: 2.29m (7.51ft), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK, Facility Carried by Structure: OLD MILL LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2961504, Location: 0.97 MI. N. OF SHAKERTOWN (Lat: 39.726667, Lng: -84.085000), Route carried "on" structure: City street GHALL, Year Built: 1964, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 9,459 (year 1991), Truck Traffic: 3%, Average Future Daily Traffic: 13,129 (year 2027), Design Load: HS 20, Features Intersected: LITTLE SUGARCREEK, Facility Carried by Structure: GRANGE HALL RD. 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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Ohio forum Back to: Beavercreek, OH, Ohio, All US cities.
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