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Bridge Statistics for Montgomery, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Montgomery, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 32 Total length: 227 meters (745ft) Total average daily traffic: 1,912,330 Total average daily truck traffic: 193,577 National Bridge Inventory (NBI) Registered Bridges for Montgomery
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 3100995, Location: .4 MI W OF SR126 (Lat: 39.223333, Lng: -84.356667), Route carried "on" structure: US 22, Year Built: 1968, Year Reconstructed: 2000, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 25,390 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 35,838 (year 2027), Features Intersected: CROSS COUNTY HIGHWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.410, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.8m (58.4ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.2m (56.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 21.7m (71.2ft) 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: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3101037, Location: 0.5 MI SOUTH OF 275 (Lat: 39.255000, Lng: -84.343333), Route carried "on" structure: US 22, Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 34,090 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 31,828 (year 2027), Design Load: HS 20+Mod, Features Intersected: N BRANCH SYCAMORE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.130, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: 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: September 2007 Find on map >>
Structure Number: 3101053, Location: OVER I275 (Lat: 39.261667, Lng: -84.338333), Route carried "on" structure: US 22, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 9.37m (30.74ft), Average Daily Traffic: 41,580 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 58,060 (year 2027), Design Load: H 20, Features Intersected: IR 275 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.9m (101.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.9m (104.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, 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, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3105164, Location: COOPER RD OVER 71 (Lat: 39.228333, Lng: -84.366667), Route carried "on" structure: County highway COOPR, Year Built: 1966, Year Reconstructed: 2006, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 11,010 (year 1994), Truck Traffic: 2%, Average Future Daily Traffic: 181,756 (year 2027), Design Load: HS 20, Features Intersected: I71, Facility Carried by Structure: COOPER RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.420, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.2m (79.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 37.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3107264, Location: .9 MI N OF SR 126-COOPER (Lat: 39.241667, Lng: -84.366667), Route carried "on" structure: City street ZIGZG, Year Built: 1968, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 100 (year 2004), Average Future Daily Traffic: 181,756 (year 2027), Design Load: H 15, Features Intersected: I71, Facility Carried by Structure: ZIG ZAG RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.090, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), 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, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3107299, Location: 1.3 MI N OF SR 126-COOPER (Lat: 39.248333, Lng: -84.365000), Route carried "on" structure: Interstate 71, Year Built: 1966, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 140,977 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 181,756 (year 2027), Design Load: HS 20, Features Intersected: TRIB N BR SYCAMORE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.340, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007 Find on map >>
Structure Number: 3107329, Location: 1.4 MI N OF SR 126-COOPER (Lat: 39.249722, Lng: -84.365556), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 70,488 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 43,064 (year 2027), Design Load: HS 20+Mod, Features Intersected: PFEIFFER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.450, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.5m (60.7ft) 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3107353, Location: 1.4 MI N OF SR126-COOPER (Lat: 39.249722, Lng: -84.365556), Route carried "on" structure: Interstate 71, Year Built: 1968, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 70,488 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 43,064 (year 2027), Design Load: HS 20+Mod, Features Intersected: PFEIFFER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.450, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.5m (60.7ft) 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: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3107442, Location: I275 RAMP OVER I 71 (Lat: 39.270000, Lng: -84.353333), Route carried "on" structure: Ramp Interstate 71, Year Built: 1966, Status: Open, Structure Length: 9.86m (32.35ft), Average Daily Traffic: 137,280 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 190,545 (year 2028), Design Load: HS 20, Features Intersected: IR-71 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.930, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.0m (29.5ft) 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 3113205, Location: OVER IR 71 (Lat: 39.271111, Lng: -84.351389), Route carried "on" structure: Interstate 275, Year Built: 1966, Year Reconstructed: 2003, Status: Open, Structure Length: 8.58m (28.15ft), Average Daily Traffic: 52,115 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 72,336 (year 2029), Design Load: HS 20+Mod, Features Intersected: I71 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.260, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.0m (75.5ft) 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: 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: November 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: 3113264, Location: OVER IR 71 (Lat: 39.271111, Lng: -84.351389), Route carried "on" structure: Interstate 275, Year Built: 1966, Year Reconstructed: 2003, Status: Open, Structure Length: 8.58m (28.15ft), Average Daily Traffic: 52,115 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 72,336 (year 2029), Design Load: HS 20+Mod, Features Intersected: I71 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.260, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.7m (77.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.8m (81.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3113299, Location: .1 MI E OF IR 71 (Lat: 39.269742, Lng: -84.349453), Route carried "on" structure: Interstate 275, Year Built: 1966, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 52,115 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 72,336 (year 2029), Design Load: HS 20+Mod, Features Intersected: I275 RAMPS FOR I71*N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.510, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.3m (76.4ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.3m (79.7ft) 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3113329, Location: .1 MI E OF IR 71 (Lat: 39.269742, Lng: -84.349453), Route carried "on" structure: Interstate 275, Year Built: 1966, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 52,115 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 72,336 (year 2029), Design Load: HS 20+Mod, Features Intersected: I275 RAMPS FOR I71*N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.510, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, 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: 18.6m (61.0ft), Out-to-Out Width: 19.7m (64.6ft) 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3113353, Location: .6 MI E OF IR 71 (Lat: 39.264444, Lng: -84.343056), Route carried "on" structure: County highway 256, Year Built: 1966, Status: Open, Structure Length: 12.70m (41.67ft), Average Daily Traffic: 100 (year 2004), Average Future Daily Traffic: 144,671 (year 2029), Design Load: H 20, Features Intersected: I275, Facility Carried by Structure: CORNELL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.960, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.9m (137.5ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 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: 3113418, Location: .5 MI W OF US 22 (Lat: 39.256667, Lng: -84.331667), Route carried "on" structure: City street WELER, Year Built: 1969, Status: Open, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 100 (year 1970), Average Future Daily Traffic: 95,106 (year 2027), Design Load: H 15, Features Intersected: I275, Facility Carried by Structure: WELLER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.970, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 39.8m (130.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal 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: October 2007, Deck Structure Type: Concrete Cast-file-Place Structure Number: 313225, Location: NO DATA, Route carried "on" structure: County highway C0266, Year Built: 1953, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,000 (year 1975), Average Future Daily Traffic: 2,776 (year 2027), Design Load: HS 20, Features Intersected: POLK RUN CREEK, 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: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007 Structure Number: 3137686, Location: NO DATA, Route carried "on" structure: City street PFEIF, Year Built: 1969, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,100 (year 1976), Average Future Daily Traffic: 8,467 (year 2027), Design Load: HS 20, Features Intersected: NORTH BRANCH SYCAMORE CR, 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: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 3163695, Location: 0.5 MI. N. OF E. KEMPER, Route carried "on" structure: City street TERWI, Year Built: 1986, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 100 (year 1991), Average Future Daily Traffic: 139 (year 2028), Features Intersected: POLK RUN 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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to 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: September 2007 Find on map >>
Structure Number: 3100995, Location: .4 MI W OF SR126 (Lat: 39.223333, Lng: -84.356667), Route carried "under" structure: City street CROSC, Year Built: 1968, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 100 (year 2004), Features Intersected: US22(S3), Facility Carried by Structure: US22 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.145, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.2m (56.4ft) Find on map >>
Structure Number: 3101053, Location: OVER I275 (Lat: 39.261667, Lng: -84.338333), Route carried "under" structure: Interstate 275, Year Built: 1966, Structure Length: 9.37m (30.74ft), Average Daily Traffic: 99,840 (year 2005), Truck Traffic: 9%, Features Intersected: USR 22(S3), Facility Carried by Structure: US22 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 5.184, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 30.9m (101.4ft) Find on map >>
Structure Number: 3105164, Location: COOPER RD OVER 71 (Lat: 39.228333, Lng: -84.366667), Route carried "under" structure: Interstate 71, Year Built: 1966, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 12,600 (year 2006), Truck Traffic: 2%, Features Intersected: COOPER RD., Facility Carried by Structure: COOPER RD. Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 2.318, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.2m (79.4ft) Find on map >>
Structure Number: 3107264, Location: .9 MI N OF SR 126-COOPER (Lat: 39.241667, Lng: -84.366667), Route carried "under" structure: Interstate 71, Year Built: 1968, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 140,977 (year 2005), Truck Traffic: 10%, Features Intersected: ZIG ZAG ROAD, Facility Carried by Structure: ZIG ZAG RD Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 2.463, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 3107329, Location: 1.4 MI N OF SR 126-COOPER (Lat: 39.249722, Lng: -84.365556), Route carried "under" structure: County highway 284, Year Built: 1968, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 100 (year 1970), Features Intersected: I71*S, Facility Carried by Structure: SB IR 71 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.016, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft) Find on map >>
Structure Number: 3107353, Location: 1.4 MI N OF SR126-COOPER (Lat: 39.249722, Lng: -84.365556), Route carried "under" structure: County highway 284, Year Built: 1968, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 100 (year 1970), Features Intersected: I71*N, Facility Carried by Structure: NB IR 71 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.016, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft) Find on map >>
Structure Number: 3107442, Location: I275 RAMP OVER I 71 (Lat: 39.270000, Lng: -84.353333), Route carried "under" structure: Interstate 71, Year Built: 1966, Structure Length: 9.86m (32.35ft), Average Daily Traffic: 137,280 (year 2005), Truck Traffic: 11%, Features Intersected: IR-275 E RAMP TO IR-71 N Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 2.793, Lanes on structure: 1, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft) Find on map >>
Structure Number: 3113205, Location: OVER IR 71 (Lat: 39.271111, Lng: -84.351389), Route carried "under" structure: Interstate 71, Year Built: 1966, Structure Length: 8.58m (28.15ft), Average Daily Traffic: 129,690 (year 2005), Truck Traffic: 13%, Features Intersected: I275*W, Facility Carried by Structure: WB IR 275 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.824, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 3113264, Location: OVER IR 71 (Lat: 39.271111, Lng: -84.351389), Route carried "under" structure: Interstate 71, Year Built: 1966, Structure Length: 8.58m (28.15ft), Average Daily Traffic: 129,690 (year 2005), Truck Traffic: 13%, Features Intersected: I275*E, Facility Carried by Structure: EB IR 275 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.819, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 3113299, Location: .1 MI E OF IR 71 (Lat: 39.269742, Lng: -84.349453), Route carried "under" structure: Ramp Interstate 71, Year Built: 1966, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 129,690 (year 2005), Truck Traffic: 13%, Features Intersected: IR 275, Facility Carried by Structure: WB IR 275 Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 2.822, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 3113329, Location: .1 MI E OF IR 71 (Lat: 39.269742, Lng: -84.349453), Route carried "under" structure: Ramp Interstate 71, Year Built: 1966, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 129,690 (year 2005), Truck Traffic: 13%, Features Intersected: IR 275, Facility Carried by Structure: EB IR 275 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 2.819, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 3113353, Location: .6 MI E OF IR 71 (Lat: 39.264444, Lng: -84.343056), Route carried "under" structure: Interstate 275, Year Built: 1966, Structure Length: 12.70m (41.67ft), Average Daily Traffic: 104,230 (year 2005), Truck Traffic: 10%, Features Intersected: C0256(CORNELL ROAD), Facility Carried by Structure: CORNELL RD Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 5.133, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.9m (137.5ft) Find on map >>
Structure Number: 3113418, Location: .5 MI W OF US 22 (Lat: 39.256667, Lng: -84.331667), Route carried "under" structure: Interstate 275, Year Built: 1969, Structure Length: 13.14m (43.11ft), Average Daily Traffic: 99,840 (year 2005), Truck Traffic: 9%, Features Intersected: WELLER ROAD, Facility Carried by Structure: WELLER RD Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 5.264, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.8m (130.6ft) Find on map >>
Structure Number: 3118991, Location: 0.3 MI WEST OF I-71 (Lat: 39.241944, Lng: -84.366389), Route carried "under" structure: State highway 126, Year Built: 1967, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 50,240 (year 2005), Truck Traffic: 3%, Features Intersected: PEDESTRIAN CROSSWALK, Facility Carried by Structure: PEDESTRIAN SIDEWAL Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.314, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Discuss this city on our hugely popular Ohio forum Back to: Montgomery, OH, Ohio, All US cities.
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