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Bridge Statistics for Athens, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Athens, OH, Ohio, Ohio forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 46 Total length: 321 meters (1,053ft) Total costs: $1,112,000 Total average daily traffic: 366,914 Total average daily truck traffic: 26,427 National Bridge Inventory (NBI) Registered Bridges for Athens
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 50007, Location: 400 FT. N OF JCT SR550 (Lat: 39.361667, Lng: -82.106667), Route carried "on" structure: State highway 13, Year Built: 1971, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 3,530 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 6,038 (year 2025), Design Load: HS 20, Features Intersected: SUGAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on 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: 22.6m (74.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 500887, Location: 3M E OF JCT SR550 (Lat: 39.330000, Lng: -82.085000), Route carried "on" structure: US 33, Year Built: 1978, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,377 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 15,081 (year 2025), Design Load: HS 20+Mod, Features Intersected: STIMSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.730, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very 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: 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: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 500895, Location: 3M E OF JCT SR550 (Lat: 39.330000, Lng: -82.085000), Route carried "on" structure: US 33, Year Built: 1975, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 12,377 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 15,081 (year 2025), Design Load: HS 20+Mod, Features Intersected: STIMSON AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.730, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.2m (49.9ft) 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 500917, Location: 0.3M E OF JCT S.R. 56 (Lat: 39.315000, Lng: -82.096667), Route carried "on" structure: City street 3Y13, Year Built: 1978, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 890 (year 1981), Average Future Daily Traffic: 28,403 (year 2025), Design Load: HS 20+Mod, Features Intersected: U.S. ROUTE 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.900, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 500925, Location: 0.1 M S OF SR56 (Lat: 39.313333, Lng: -82.100000), Route carried "on" structure: State highway 682, Year Built: 1978, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 4,270 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 28,403 (year 2025), Design Load: HS 20+Mod, Features Intersected: US.33 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, 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: 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 Find on map >>
Structure Number: 500941, Location: 0.5M E OF SR682 (Lat: 39.310000, Lng: -82.105000), Route carried "on" structure: US 33, Year Built: 1979, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 9,940 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 12,568 (year 2025), Design Load: HS 20+Mod, Features Intersected: RICHLAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.340, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 501018, Location: 0.5M E OF SR682 (Lat: 39.310000, Lng: -82.105000), Route carried "on" structure: US 33, Year Built: 1979, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 9,940 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 12,568 (year 2025), Design Load: HS 20+Mod, Features Intersected: RICHLAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.340, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 501026, Location: 1.6KM S OF JCT. S.R. 682 (Lat: 39.303056, Lng: -82.103611), Route carried "on" structure: US 33, Year Built: 2002, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 3,944 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 4,929 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER ALBANY RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.460, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft) 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 501034, Location: 1.6KM S OF JCT. S.R. 682 (Lat: 39.303056, Lng: -82.103611), Route carried "on" structure: US 33, Year Built: 2002, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 3,944 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 4,929 (year 2027), Design Load: HS 20+Mod, Features Intersected: OVER ALBANY RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.460, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft) 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 501468, Location: 8.1M E OF JCT SR690 (Lat: 39.303333, Lng: -82.105000), Route carried "on" structure: US 50, Year Built: 1979, Status: Open, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 6,440 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 8,654 (year 2025), Design Load: HS 20+Mod, Features Intersected: U.S.R. 33 SOUTHBOUND RAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.060, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 47.5m (155.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) 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: 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: July 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: 501484, Location: 8.3 M E OF JCT SR690 (Lat: 39.301667, Lng: -82.106667), Route carried "on" structure: Ramp US 50, Year Built: 1979, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 12,880 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 17,308 (year 2025), Design Load: HS 20+Mod, Features Intersected: ALBANY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.800, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.7m (38.4ft), 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: 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 501514, Location: 8.1M E OF JCT SR690 (Lat: 39.303333, Lng: -82.105000), Route carried "on" structure: US 50, Year Built: 1979, Status: Open, Structure Length: 16.28m (53.41ft), Average Daily Traffic: 6,440 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 8,654 (year 2025), Design Load: HS 20+Mod, Features Intersected: U.S.R. 33 SOUTHBOUND RAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.060, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 11.7m (38.4ft), 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: 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 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: 501549, Location: U.S.R. 33 EB (Lat: 39.328333, Lng: -82.086667), Route carried "on" structure: Ramp US 50, Year Built: 1975, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 5,575 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 11,909 (year 2025), Design Load: HS 20, Features Intersected: USR 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.860, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 501573, Location: 4M E OF JCT SR690 (Lat: 39.331667, Lng: -82.048333), Route carried "on" structure: US 50, Year Built: 1975, Status: Open, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 5,575 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 5,955 (year 2025), Design Load: HS 20, Features Intersected: HOCKING RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.680, Lanes on structure: 2, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 501603, Location: 4M E OF JCT SR690 (Lat: 39.331667, Lng: -82.048333), Route carried "on" structure: US 50, Year Built: 1975, Status: Open, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 5,575 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 5,955 (year 2025), Design Load: HS 20, Features Intersected: HOCKING RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.680, Lanes on structure: 2, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 502642, Location: 1M E OF JCT SR329 (Lat: 39.321667, Lng: -82.138333), Route carried "on" structure: State highway 56, Year Built: 1937, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 9,328 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 9,556 (year 2025), Design Load: H 15, Features Intersected: PENN-CENTRAL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 504742, Location: 2.1M S OF JCT U.S.R. 33 (Lat: 39.330000, Lng: -82.128333), Route carried "on" structure: State highway 682, Year Built: 1958, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 8,120 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 11,354 (year 2026), Design Load: H 15, Features Intersected: MARGARET CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.450, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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 desirable 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 Find on map >>
Structure Number: 50475, Location: 0.1M S OF JCT U.S.R. 33 (Lat: 39.315000, Lng: -82.100000), Route carried "on" structure: City street 3Y13, Year Built: 1978, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 890 (year 1981), Average Future Daily Traffic: 10,840 (year 2026), Design Load: HS 20+Mod, Features Intersected: S.R. 682, Facility Carried by Structure: S.R. 682 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.0m (36.1ft) 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: Meets minimum limits, Underclear: Equal to 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, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 505838, Location: 2.8M E OF JCT SR682 (Lat: 39.336667, Lng: -82.081667), Route carried "on" structure: US 33, Year Built: 1970, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 11,195 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 22,300 (year 2028), Design Load: HS 20, Features Intersected: EAST STATE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.750, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.4m (63.6ft) 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $52,000, Total Project Cost: $426,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 505846, Location: 2.8M E OF JCT SR682 (Lat: 39.336667, Lng: -82.081667), Route carried "on" structure: US 33, Year Built: 1970, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 11,195 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 22,300 (year 2028), Design Load: HS 20, Features Intersected: EAST STATE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.750, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $374,000, Roadway Improvement Cost: $52,000, Total Project Cost: $426,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 5059, Location: 2.6M E OF JCT SR682 (Lat: 39.333333, Lng: -82.083333), Route carried "on" structure: US 33, Year Built: 1975, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 11,195 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 13,665 (year 2025), Design Load: HS 20, Features Intersected: B&O RR ABANDONED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: 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: Superior to present desirable 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 Find on map >>
Structure Number: 505927, Location: 2.6M E OF JCT SR682 (Lat: 39.331667, Lng: -82.083333), Route carried "on" structure: US 33, Year Built: 1975, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 11,195 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 13,665 (year 2025), Design Load: HS 20, Features Intersected: B&O RR ABANDONED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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 Find on map >>
Structure Number: 506125, Location: U.S.R. 33 WESTBOUND (Lat: 39.331667, Lng: -82.081667), Route carried "on" structure: US 33, Year Built: 1975, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 22,390 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 11,909 (year 2025), Design Load: HS 20, Features Intersected: U.S.R. 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.420, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft) 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Structure Number: 546984, Location: 0.1 MI S OF TR242 JCN, Route carried "on" structure: County highway 241T, Year Built: 2006, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 600 (year 2026), Design Load: HS 25, Features Intersected: FACTORY CREEK, Facility Carried by Structure: ATHENS TWP RD 241
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 547115, Location: INSN OF S.R.682 (Lat: 39.343433, Lng: -82.138536), Route carried "on" structure: County highway T0610, Year Built: 1998, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10 (year 2005), Average Future Daily Traffic: 20 (year 2024), Design Load: H 20, Features Intersected: TRIBUTE TO FACTORY CREEK, Facility Carried by Structure: ATHENS TWP RD 610 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) 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: 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 560111, Location: NO DATA, Route carried "on" structure: City street 3Y05, Year Built: 1932, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 15,000 (year 1973), Truck Traffic: 1%, Average Future Daily Traffic: 20,820 (year 2025), Features Intersected: OXBOW TRAIL & STREET, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.78m (28.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $14,000, Total Project Cost: $260,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Structure Number: 560146, Location: NO DATA, Route carried "on" structure: City street UNION, Year Built: 1953, Year Reconstructed: 2001, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 8,000 (year 1990), Average Future Daily Traffic: 11,104 (year 2026), Design Load: H 15, Features Intersected: HOCKING RIVER, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Preformed Fabric Structure Number: 560162, Location: NO DATA, Route carried "on" structure: City street RICHL, Year Built: 1969, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 10,000 (year 1990), Average Future Daily Traffic: 13,880 (year 2026), Design Load: HS 20, Features Intersected: HOCKING RIVER, Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: 560189, Location: 150 FT.W.JCT.CO RD. 91, Route carried "on" structure: City street STIMS, Year Built: 1971, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 8,000 (year 1990), Truck Traffic: 8%, Average Future Daily Traffic: 11,104 (year 2026), Design Load: HS 20, Features Intersected: HOCKING RIVER
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: 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: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Good, 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: 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: October 2007, Deck Structure Type: Concrete Cast-file-Place Structure Number: 560308, Location: CORNER OF CARRIAGE HILL, Route carried "on" structure: City street CARR1, Year Built: 1967, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,500 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2027), Design Load: HS 15, Features Intersected: CAOTE RUN, Facility Carried by Structure: CARRIAGE HILL DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 500887, Location: 3M E OF JCT SR550 (Lat: 39.330000, Lng: -82.085000), Route carried "under" structure: City street 3Y12, Year Built: 1978, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 100 (year 1979), Features Intersected: U.S. ROUTE 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 500895, Location: 3M E OF JCT SR550 (Lat: 39.330000, Lng: -82.085000), Route carried "under" structure: City street 3Y12, Year Built: 1975, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 5,000 (year 2004), Features Intersected: U.S. 33 & U.S. 50, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 500917, Location: 0.3M E OF JCT S.R. 56 (Lat: 39.315000, Lng: -82.096667), Route carried "under" structure: US 33, Year Built: 1978, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 24,270 (year 2006), Truck Traffic: 8%, Features Intersected: HOOPER STREET SUBWAY Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 2.755, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 500925, Location: 0.1 M S OF SR56 (Lat: 39.313333, Lng: -82.100000), Route carried "under" structure: US 33, Year Built: 1978, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 19,880 (year 2006), Truck Traffic: 9%, Features Intersected: SR-682, Facility Carried by Structure: S.R. 682 Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 2.785, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 500941, Location: 0.5M E OF SR682 (Lat: 39.310000, Lng: -82.105000), Route carried "under" structure: City street 3Y05, Year Built: 1979, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 10,000 (year 2004), Features Intersected: U.S. ROUTE 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 501018, Location: 0.5M E OF SR682 (Lat: 39.310000, Lng: -82.105000), Route carried "under" structure: City street 3Y05, Year Built: 1979, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 10,000 (year 2004), Features Intersected: U.S. ROUTE 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 501026, Location: 1.6KM S OF JCT. S.R. 682 (Lat: 39.303056, Lng: -82.103611), Route carried "under" structure: City street ALBRD, Year Built: 2002, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 692 (year 2001), Truck Traffic: 7%, Features Intersected: US.33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.031, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 501034, Location: 1.6KM S OF JCT. S.R. 682 (Lat: 39.303056, Lng: -82.103611), Route carried "under" structure: City street ALBRD, Year Built: 2002, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 692 (year 2001), Truck Traffic: 7%, Features Intersected: U.S.R. 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 501468, Location: 8.1M E OF JCT SR690 (Lat: 39.303333, Lng: -82.105000), Route carried "under" structure: Ramp US 33, Year Built: 1979, Structure Length: 13.20m (43.31ft), Average Daily Traffic: 10,340 (year 2006), Truck Traffic: 10%, Features Intersected: U.S. ROUTE 50, Facility Carried by Structure: U.S.R. 50 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 2.911, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft) Find on map >>
Structure Number: 501484, Location: 8.3 M E OF JCT SR690 (Lat: 39.301667, Lng: -82.106667), Route carried "under" structure: City street 3Y05, Year Built: 1979, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 6,190 (year 1980), Features Intersected: U.S.R. 50 EASTBOUND, Facility Carried by Structure: U.S.R. 50 Minimum Vertical Clearance: 0.64m (2.10ft), Kilometerpoint: 0.084, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 501514, Location: 8.1M E OF JCT SR690 (Lat: 39.303333, Lng: -82.105000), Route carried "under" structure: Ramp US 33, Year Built: 1979, Structure Length: 16.28m (53.41ft), Average Daily Traffic: 10,340 (year 2006), Truck Traffic: 10%, Features Intersected: U.S. ROUTE 50, Facility Carried by Structure: U.S.R. 50 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 2.917, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.2m (158.1ft) Find on map >>
Structure Number: 501549, Location: U.S.R. 33 EB (Lat: 39.328333, Lng: -82.086667), Route carried "under" structure: US 50, Year Built: 1975, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 11,150 (year 2006), Truck Traffic: 12%, Features Intersected: RAMP TO STIMSON AVE.&US5 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 2.291, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 50475, Location: 0.1M S OF JCT U.S.R. 33 (Lat: 39.315000, Lng: -82.100000), Route carried "under" structure: State highway 682, Year Built: 1978, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 6,500 (year 2006), Truck Traffic: 3%, Features Intersected: HOOPER STREET Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft) Find on map >>
Structure Number: 505838, Location: 2.8M E OF JCT SR682 (Lat: 39.336667, Lng: -82.081667), Route carried "under" structure: City street 3Y17, Year Built: 1970, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,000 (year 2004), Features Intersected: U.S. 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.246, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 505846, Location: 2.8M E OF JCT SR682 (Lat: 39.336667, Lng: -82.081667), Route carried "under" structure: City street 3Y17, Year Built: 1970, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,000 (year 2004), Features Intersected: U.S. 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.246, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: 506125, Location: U.S.R. 33 WESTBOUND (Lat: 39.331667, Lng: -82.081667), Route carried "under" structure: US 50, Year Built: 1975, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 9,845 (year 2000), Truck Traffic: 6%, Features Intersected: U.S. 33, Facility Carried by Structure: U.S.R. 33 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 2.291, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Discuss this city on our hugely popular Ohio forum Back to: Athens, OH, Ohio, All US cities.
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