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Bridge Statistics for Marysville, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Marysville, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 148 meters (486ft) Total average daily traffic: 421,475 Total average daily truck traffic: 52,604 National Bridge Inventory (NBI) Registered Bridges for Marysville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 8000093, Location: .33 MI EAST SR31 (Lat: 40.253333, Lng: -83.366667), Route carried "on" structure: State highway 4, Year Built: 1967, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 42,002 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 55,409 (year 2027), Design Load: H 20, Features Intersected: OVER US-33 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.250, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 800036, Location: 1.1 MI. S OF US33 (Lat: 40.240000, Lng: -83.366667), Route carried "on" structure: State highway 31, Year Built: 1929, Year Reconstructed: 1983, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 10,530 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 16,156 (year 2027), Design Load: HS 20+Mod, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8000395, Location: .33 MI WEST OF SR4 (Lat: 40.255000, Lng: -83.373333), Route carried "on" structure: State highway 31, Year Built: 1967, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 35,174 (year 2004), Truck Traffic: 14%, Average Future Daily Traffic: 47,279 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER US-33 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.170, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: Somewhat better than minimum adequacy, 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: Latex Concrete Find on map >>
Structure Number: 800084, Location: 0.85 MI N OF SR245 (Lat: 40.246667, Lng: -83.395000), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 17,530 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 23,568 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.4 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: 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 Find on map >>
Structure Number: 8000875, Location: 0.85 MI N OF SR245 (Lat: 40.246667, Lng: -83.395000), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 17,530 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 23,568 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.570, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8000905, Location: 0.92 MI N OF SR245 (Lat: 40.246667, Lng: -83.393333), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 17,530 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 22,284 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER CR 191 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: 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 Find on map >>
Structure Number: 8000964, Location: 0.92 MI N. OF SR245 (Lat: 40.246667, Lng: -83.393333), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 17,530 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 22,284 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER CR 191 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: 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 Find on map >>
Structure Number: 8000999, Location: 1.02 MI N. OF SR739 (Lat: 40.246667, Lng: -83.391667), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 17,530 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 22,284 (year 2027), Design Load: HS 20+Mod, Features Intersected: MILL CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 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, 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 Find on map >>
Structure Number: 8001022, Location: 1.02 MI N OF SR739 (Lat: 40.246667, Lng: -83.391667), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 17,530 (year 2004), Truck Traffic: 13%, Average Future Daily Traffic: 22,284 (year 2027), Design Load: HS 20+Mod, Features Intersected: MILL CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.840, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 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, 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 Find on map >>
Structure Number: 8001057, Location: 1.01 MI N OF SR4 (Lat: 40.246667, Lng: -83.355000), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 21,001 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 24,713 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER CR 114 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.520, Lanes on structure: 2, Lanes under structure: 2, 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: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8001111, Location: 1.07 MI N OF SR4 (Lat: 40.245000, Lng: -83.355000), Route carried "on" structure: US 33, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 21,200 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 24,713 (year 2027), Design Load: HS 20+Mod, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.4 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, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8001146, Location: 1.07 MI N. OF SR4 (Lat: 40.245000, Lng: -83.355000), Route carried "on" structure: US 33, Year Built: 1966, Year Reconstructed: 2001, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 21,200 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 24,713 (year 2027), Design Load: HS 20+Mod, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 32.4 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, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 800117, Location: OVER US36 (Lat: 40.238333, Lng: -83.345000), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 18,320 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 24,568 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER US36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.630, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: 80012, Location: OVER US36 (Lat: 40.238333, Lng: -83.345000), Route carried "on" structure: US 33, Year Built: 1966, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 18,320 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 24,568 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER US36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.630, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 11.5m (37.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: 8001251, Location: OVER C-133 (Lat: 40.243333, Lng: -83.398333), Route carried "on" structure: US 33, Year Built: 1988, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 3,170 (year 1986), Truck Traffic: 24%, Average Future Daily Traffic: 4,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: RAMP OVER C-133 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.150, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 8001294, Location: 2.84 MI N OF US36 (Lat: 40.215000, Lng: -83.308333), Route carried "on" structure: County highway 105, Year Built: 1967, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 49,368 (year 2027), Design Load: H 15, Features Intersected: US 33 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 8060223, Location: 0.1MILE NORTH OF RAILROAD (Lat: 40.242494, Lng: -83.371836), Route carried "on" structure: County highway MAPLE, Year Built: 1968, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 4,700 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2028), Design Load: HS 20+Mod, Features Intersected: MILL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8000093, Location: .33 MI EAST SR31 (Lat: 40.253333, Lng: -83.366667), Route carried "under" structure: US 33, Year Built: 1967, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 9,080 (year 2004), Truck Traffic: 9%, Features Intersected: UNDER SR-4, Facility Carried by Structure: SR 4 Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.719, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 8000395, Location: .33 MI WEST OF SR4 (Lat: 40.255000, Lng: -83.373333), Route carried "under" structure: US 33, Year Built: 1967, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 10,729 (year 2004), Truck Traffic: 9%, Features Intersected: UNDER SR-31, Facility Carried by Structure: SR 31 Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 1.666, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 8000905, Location: 0.92 MI N OF SR245 (Lat: 40.246667, Lng: -83.393333), Route carried "under" structure: County highway 191, Year Built: 1966, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 9,740 (year 1975), Features Intersected: UNDER US 33-0893L, Facility Carried by Structure: US 33 Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 0.079, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 8000964, Location: 0.92 MI N. OF SR245 (Lat: 40.246667, Lng: -83.393333), Route carried "under" structure: County highway 191, Year Built: 1966, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 9,740 (year 1975), Features Intersected: UNDER US 33-0893R, Facility Carried by Structure: US 33 Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 0.077, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 8001057, Location: 1.01 MI N OF SR4 (Lat: 40.246667, Lng: -83.355000), Route carried "under" structure: County highway 114, Year Built: 1966, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 100 (year 1970), Features Intersected: US 33, Facility Carried by Structure: US 33 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 800117, Location: OVER US36 (Lat: 40.238333, Lng: -83.345000), Route carried "under" structure: US 36, Year Built: 1966, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 21,280 (year 2004), Truck Traffic: 9%, Features Intersected: UNDER US33-1219L, Facility Carried by Structure: US 33 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 2.159, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 80012, Location: OVER US36 (Lat: 40.238333, Lng: -83.345000), Route carried "under" structure: US 36, Year Built: 1966, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 21,280 (year 2004), Truck Traffic: 9%, Features Intersected: UNDER US33-1219R, Facility Carried by Structure: US 33 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.157, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.1m (56.1ft) Find on map >>
Structure Number: 8001251, Location: OVER C-133 (Lat: 40.243333, Lng: -83.398333), Route carried "under" structure: County highway 133, Year Built: 1988, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,840 (year 1986), Truck Traffic: 3%, Features Intersected: US33 RAMP, Facility Carried by Structure: US 33 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft) Find on map >>
Structure Number: 8001294, Location: 2.84 MI N OF US36 (Lat: 40.215000, Lng: -83.308333), Route carried "under" structure: US 33, Year Built: 1967, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 36,789 (year 2004), Truck Traffic: 15%, Features Intersected: UNDER SCOTTSLAWN (C-105), Facility Carried by Structure: CR 105 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.389, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Discuss this city on our hugely popular Ohio forum Back to: Marysville, OH, Ohio, All US cities.
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