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Bridge Statistics for Pataskala, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Pataskala, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 37 meters (121ft) Total average daily traffic: 61,567 Total average daily truck traffic: 2,413 Total future (year 2024) average daily traffic: 77,767 National Bridge Inventory (NBI) Registered Bridges for Pataskala
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 4500555, Location: 2 M W OF JCT SR 310 (Lat: 39.996667, Lng: -82.711667), Route carried "on" structure: State highway 16, Year Built: 1988, Status: Open, Structure Length: 9.57m (31.40ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 18,238 (year 2027), Design Load: HS 20+Mod, Features Intersected: OHIO CENTRAL & CSX RR'S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.240, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.7m (140.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: January 2007, Critical Feature Inspection Date: March 1995, 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: 4500571, Location: 1 M W OF JCT SR 310 (Lat: 40.000000, Lng: -82.691667), Route carried "on" structure: State highway 16, Year Built: 1928, Year Reconstructed: 1982, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 18,238 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR16 OVER MUDDY FORK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.990, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4500598, Location: AT JCT OF SR 310 (Lat: 40.003333, Lng: -82.675000), Route carried "on" structure: State highway 16, Year Built: 1976, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 17,814 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 23,094 (year 2027), Design Load: HS 20, Features Intersected: SR16OVR S.F.LICKING RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.600, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 450567, Location: .9 M S OF JCT SR 16 (Lat: 40.003333, Lng: -82.677778), Route carried "on" structure: State highway 310, Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 11,840 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 15,532 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR 310 OVER MUDDY FORK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Excellent, Superstructure: Excellent, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 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: 4563085, Location: AT JCT HEADLEYS MILL RD (Lat: 40.047500, Lng: -82.718333), Route carried "on" structure: City street M0158, Year Built: 1900, Year Reconstructed: 1963, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 80 (year 1996), Average Future Daily Traffic: 131 (year 2024), Features Intersected: SOUTH FORK OLD MAIDS LN, Facility Carried by Structure: OLD MAIDS LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4563247, Location: 0.2 MI W OF CR-28 (Lat: 40.024667, Lng: -82.688667), Route carried "on" structure: City street T0156, Year Built: 1992, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 139 (year 2024), Design Load: HS 20, Features Intersected: MUDDY FORK CABLE ROAD, Facility Carried by Structure: CABLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4563301, Location: 0.25 MI NW OF JCT TR 155 (Lat: 40.018333, Lng: -82.680000), Route carried "on" structure: City street C0028, Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 25 (year 1996), Average Future Daily Traffic: 35 (year 2024), Design Load: HS 20, Features Intersected: BIG HOLLOW HEADLEYS MILL, Facility Carried by Structure: HEADLEYS MILL 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4563328, Location: 0.3 MI S JCT HEADLEYS MIL (Lat: 40.030833, Lng: -82.699167), Route carried "on" structure: City street M0157, Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2004), Average Future Daily Traffic: 139 (year 2027), Design Load: HS 20, Features Intersected: SOUTH FORK COURT, Facility Carried by Structure: COURTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft) 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007 Find on map >>
Structure Number: 456336, Location: 0.2 MI E OF JCT CR 29 (Lat: 40.016667, Lng: -82.681667), Route carried "on" structure: City street T0155, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 139 (year 2024), Design Load: H 20, Features Intersected: SOUTH FORK MCINTOSH ROAD, Facility Carried by Structure: MCINTOSH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.8 metric tons, Inventory Rating: 8.1 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4563417, Location: 0.1 MI E OF JCT SR-310 (Lat: 39.998000, Lng: -82.673000), Route carried "on" structure: City street T0027, Year Built: 1994, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 150 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 208 (year 2024), Design Load: HS 20, Features Intersected: SO FORK LICK RIV TWSHP R 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), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 4563476, Location: 0.15 MI N OF SR-16 (Lat: 40.000250, Lng: -82.696500), Route carried "on" structure: City street T0038, Year Built: 1990, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 600 (year 1996), Truck Traffic: 1%, Average Future Daily Traffic: 833 (year 2024), Design Load: HS 20, Features Intersected: MUDDY FORK COLUMBIA ROAD, Facility Carried by Structure: COLUMBIA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4563743, Location: 0.2 M N OF JCT CR41 (Lat: 40.018333, Lng: -82.727333), Route carried "on" structure: City street C0041, Year Built: 1900, Year Reconstructed: 1997, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 139 (year 2024), Design Load: H 20, Features Intersected: MUDDY FORK MINK STREET, Facility Carried by Structure: MINK STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4563808, Location: 0.5 MI E OF JCT CR 41 (Lat: 40.011167, Lng: -82.716667), Route carried "on" structure: City street C0038, Year Built: 1995, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 100 (year 1996), Average Future Daily Traffic: 139 (year 2024), Design Load: HS 20, Features Intersected: MUDDY FORK COLUMBIA ROAD, Facility Carried by Structure: COLUMBIA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4563859, Location: 0.1 MI E JCT SR 310 (Lat: 39.990333, Lng: -82.672667), Route carried "on" structure: City street T0151, Year Built: 1996, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 278 (year 2025), Design Load: HS 20, Features Intersected: MUDDY FORK / CREEK ROAD, Facility Carried by Structure: CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: March 2007 Find on map >>
Structure Number: 4564014, Location: 0.1 MI E OF JCT TWP LN RD (Lat: 39.996667, Lng: -82.671667), Route carried "on" structure: City street KEYST, Year Built: 1994, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 69 (year 2024), Design Load: HS 20, Features Intersected: SO FORK LICK RIVER KEY S, Facility Carried by Structure: KEY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft) 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: 32.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4564022, Location: 0.3 MI S OF JCT COURIER (Lat: 40.028611, Lng: -82.693333), Route carried "on" structure: City street M0028, Year Built: 2006, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 58 (year 2007), Average Future Daily Traffic: 69 (year 2024), Design Load: HS 20+Mod, Features Intersected: STREAM HEADLEYS MILL RD, Facility Carried by Structure: HEADLEYS MILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) 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 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: 4564065, Location: 0.4 MI W OF JCT SR310 (Lat: 39.991111, Lng: -82.685000), Route carried "on" structure: City street 153, Year Built: 2000, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 250 (year 2000), Truck Traffic: 30%, Average Future Daily Traffic: 347 (year 2027), Design Load: HS 20, Features Intersected: MUDDY FORK MILL ST ROAD, Facility Carried by Structure: MILLSTREET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft) Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Inventory Rating: 18.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007 Discuss this city on our hugely popular Ohio forum Back to: Pataskala, OH, Ohio, All US cities.
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