Bridge Statistics for Zanesville, Ohio (OH) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 6000495,  Location: DOWNTOWN ZANESVILLE (Lat: 39.935278,  Lng: -82.006667),  Route carried "on" structure: US 22,  Year Built: 2000,  Status: Open,  Structure Length: 21.62m (70.93ft),  Average Daily Traffic: 16,100 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,880 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MUSKINGUM RIVER AND CANA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.670,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 56.4m (185.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: April 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6001335,  Location: 1.7 MI E OF JCT I-70 (Lat: 39.940000,  Lng: -82.018333),  Route carried "on" structure: US 40,  Year Built: 1996,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 14,006 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,440 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER CHAPS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.760,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  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 or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6001351,  Location: .5 M W OF JCT US 22 (Lat: 39.940000,  Lng: -82.015000),  Route carried "on" structure: US 40,  Year Built: 1902,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 29.05m (95.31ft),  Average Daily Traffic: 8,102 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,246 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: LICKING& MUSKINGUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.020,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

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: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6001394,  Location: .5 MI S OF JCT US 22 (Lat: 39.940278,  Lng: -82.012500),  Route carried "on" structure: US 40,  Year Built: 2002,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 8,102 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,246 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: MUSKINGUM RIVER CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.260,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Deck Structure Type: Open Grating

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Structure Number: 6001807,  Location: RAMP L OVER 6TH ST Z-VILL (Lat: 39.945000,  Lng: -82.005000),  Route carried "on" structure: State highway 60D,  Year Built: 1961,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,190 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,592 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: 60D & 146D OVER 6TH ST.,  Facility Carried by Structure: SR 60 DA RAMP L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6001866,  Location: 2.25 M E OF JCT US 40 (Lat: 39.945000,  Lng: -82.006667),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1961,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 8,450 (year 1976),  Average Future Daily Traffic: 11,729 (year 2027),  Design Load: HS 20,  Features Intersected: RAMP K OVER 5TH STREET,  Facility Carried by Structure: RAMP K OVER 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.050,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 600189,  Location: RAMP E .1 M N OF I-70 (Lat: 39.946667,  Lng: -82.013333),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 5,600 (year 1976),  Average Future Daily Traffic: 7,773 (year 2027),  Design Load: HS 20,  Features Intersected: RAMP E OVER MCINTIRE AVE,  Facility Carried by Structure: RAMP E OVER MCINTI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.350,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 600192,  Location: RAMP A .05 M N OF I-70 (Lat: 39.946667,  Lng: -82.013333),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 5,600 (year 1976),  Average Future Daily Traffic: 7,773 (year 2027),  Design Load: HS 20,  Features Intersected: RAMP A OVER MCINTIRE,  Facility Carried by Structure: RAMP A OVER MCINTI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.410,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6001939,  Location: .1 M N OF JCT SR 666 (Lat: 39.950000,  Lng: -82.001667),  Route carried "on" structure: State highway 60,  Year Built: 1975,  Status: Open,  Structure Length: 25.63m (84.09ft),  Average Daily Traffic: 22,510 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,739 (year 2027),  Design Load: HS 20,  Features Intersected: 60&146 OVER MUSK R.& RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.820,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.0m (72.2ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: April 2003,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6001955,  Location: RAMP A .1 M N OF I-70 (Lat: 39.946667,  Lng: -82.013333),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 12,550 (year 1971),  Average Future Daily Traffic: 17,419 (year 2027),  Design Load: HS 20,  Features Intersected: RAMP A OVER RAMP H,  Facility Carried by Structure: RAMP A OVER RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.370,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6002056,  Location: 3.6 M. N. OF I-70 (Lat: 39.991667,  Lng: -82.027222),  Route carried "on" structure: State highway 60,  Year Built: 1998,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 8,870 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,312 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER JOES RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.670,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6002706,  Location: 1.3 M E OF JCT US 40 (Lat: 39.948333,  Lng: -82.021667),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 37,470 (year 2003),  Truck Traffic: 36%,  Average Future Daily Traffic: 39,031 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER LIC RIV & NEWARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.480,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 600273,  Location: STATE ST OVER I-70 (Lat: 39.948333,  Lng: -82.018333),  Route carried "on" structure: State highway 60G,  Year Built: 1962,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 11,220 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,573 (year 2027),  Design Load: H 20,  Features Intersected: SR60G OVER I-70 STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.400,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6002765,  Location: 1.8 M E OF JCT US 40 (Lat: 39.946667,  Lng: -82.013333),  Route carried "on" structure: Ramp City street MAPLE,  Year Built: 1962,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 25,090 (year 1988),  Average Future Daily Traffic: 70,302 (year 2024),  Design Load: HS 20,  Features Intersected: RAMP E OVER I-70,  Facility Carried by Structure: RAMP E OVER I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6002854,  Location: OVER MUSKINGUM RIVER (Lat: 39.946667,  Lng: -82.011667),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 27.86m (91.40ft),  Average Daily Traffic: 61,940 (year 2003),  Truck Traffic: 24%,  Average Future Daily Traffic: 67,240 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: OVER MUSK RIV&RRS&STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.610,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: April 2003,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6002889,  Location: 2.25 M E OF JCT US 40 (Lat: 39.945000,  Lng: -82.006667),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 56,968 (year 2003),  Truck Traffic: 26%,  Average Future Daily Traffic: 67,240 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-70 OVER 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.040,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 29.1m (95.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6002919,  Location: 2.3 M E OF JCT US 40 (Lat: 39.945000,  Lng: -82.005000),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 41,830 (year 2003),  Truck Traffic: 33%,  Average Future Daily Traffic: 44,334 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-70 OVER 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.150,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6002943,  Location: 2.4 M W OF JCT SR 93 (Lat: 39.945000,  Lng: -82.003333),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 41,830 (year 2003),  Truck Traffic: 33%,  Average Future Daily Traffic: 44,334 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-70 OVER 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.250,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.2m (95.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6002978,  Location: 2.25 M W OF JCT SR 93 (Lat: 39.945000,  Lng: -82.001667),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 47,610 (year 2003),  Truck Traffic: 30%,  Average Future Daily Traffic: 51,203 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: SR60,SR146 & UNDERWOOD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.460,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6003001,  Location: 1.8 M W OF JCT SR 93 (Lat: 39.943333,  Lng: -81.991667),  Route carried "on" structure: City street HAMLN,  Year Built: 1962,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 160 (year 1968),  Average Future Daily Traffic: 66,083 (year 2027),  Design Load: H 15,  Features Intersected: HAMLINE AVE OVER I70,  Facility Carried by Structure: HAMLINE AVE
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: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 56.7m (186.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: August 1992,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6003036,  Location: 1.3 M W OF JCT SR 93 (Lat: 39.946667,  Lng: -81.985000),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 47,610 (year 2003),  Truck Traffic: 30%,  Average Future Daily Traffic: 51,203 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: I-70 OVER ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.970,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6004679,  Location: 11.5 MI E OF JCT SR 586 (Lat: 39.953333,  Lng: -82.020000),  Route carried "on" structure: State highway 146,  Year Built: 1983,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,400 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,823 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: JOES RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.030,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 600628,  Location: AT JCT SR 60 AND SR 555 (Lat: 39.913333,  Lng: -82.005000),  Route carried "on" structure: State highway 555,  Year Built: 1979,  Status: Open,  Structure Length: 16.55m (54.30ft),  Average Daily Traffic: 22,050 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,822 (year 2027),  Design Load: HS 20,  Features Intersected: OVER MUSKINGUM RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.290,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: April 2003,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6040276,  Location: 0.44 MI E OF SR 60 (Lat: 40.009006,  Lng: -82.027500),  Route carried "on" structure: City street CO309,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,000 (year 2027),  Features Intersected: JOES RUN,  Facility Carried by Structure: FAIRVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 36.0 metric tons,  Inventory Rating: 26.1 metric tons,  Structural Evaluation: 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: March 2007

Structure Number: 6060005,  Location: .1 MI S OF SR 146,  Route carried "on" structure: Alternate City street 3G21,  Year Built: 1990,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 1,860 (year 1983),  Average Future Daily Traffic: 2,582 (year 2027),  Design Load: HS 20,  Features Intersected: JOES RUN ADAIR AVE,  Facility Carried by Structure: OLD NEWARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2006,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Structure Number: 606087,  Location: NO DATA,  Route carried "on" structure: City street 3G12,  Year Built: 1927,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5,320 (year 1951),  Average Future Daily Traffic: 7,384 (year 2027),  Design Load: HS 15,  Features Intersected: CHAPS RUN DRYDEN RD,  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: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Inventory Rating: 19.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 6061524,  Location: NO DATA,  Route carried "on" structure: City street DRYDN,  Year Built: 1942,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 1991),  Average Future Daily Traffic: 139 (year 2027),  Design Load: HS 15,  Features Intersected: CHAPS RUN DRYDEN RD,  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: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 6066402,  Location: NO DATA,  Route carried "on" structure: City street DRYDN,  Year Built: 1900,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 220 (year 1951),  Average Future Daily Traffic: 305 (year 2028),  Design Load: HS 15,  Features Intersected: CHAPS RUN DRYDEN RD,  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: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than 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

Structure Number: 606784,  Location: NO DATA,  Route carried "on" structure: City street 3G07,  Year Built: 1932,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 8,320 (year 1951),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,548 (year 2027),  Features Intersected: LICKING RIVER US 40,  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: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.3 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 6069029,  Location: NO DATA,  Route carried "on" structure: City street 3G24,  Year Built: 1900,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 50 (year 1951),  Average Future Daily Traffic: 69 (year 2030),  Design Load: H 20,  Features Intersected: CHAPS RUN RIDGE AVE,  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: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CEPORHOH5055901,  Location: DILLON LAKE, OHIO (Lat: 39.820000,  Lng: -80.870000),  Route carried "on" structure: Spur Federal lands road ,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 100 (year 2005),  Average Future Daily Traffic: 150 (year 2026),  Design Load: HS 20,  Features Intersected: LAKE SPILLWAY,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.48m (54.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2005,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $939,000 ( Estimate for 2005),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: CEPORHOH5055901,  Location: DILLON LAKE, OHIO (Lat: 39.820000,  Lng: -80.870000),  Route carried "on" structure: Spur Federal lands road ,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 100 (year 2005),  Average Future Daily Traffic: 150 (year 2026),  Design Load: HS 20,  Features Intersected: LAKE SPILLWAY,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: Corps of Engineers (Civil),  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.48m (54.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2005,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $939,000 ( Estimate for 2005),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6000452,  Location: 4.3 M E OF JCT SR 93 (Lat: 39.920000,  Lng: -82.010000),  Route carried "under" structure: US 22,  Year Built: 1900,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 13,660 (year 2003),  Truck Traffic: 5%,  Features Intersected: US22 UNDER OH SOUTHRN RR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.718,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 6001807,  Location: RAMP L OVER 6TH ST Z-VILL (Lat: 39.945000,  Lng: -82.005000),  Route carried "under" structure: City street SIXTH,  Year Built: 1961,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 500 (year 1977),  Features Intersected: (RAMP L) SR60D & SR146D,  Facility Carried by Structure: SR 60 DA RAMP L
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 6001866,  Location: 2.25 M E OF JCT US 40 (Lat: 39.945000,  Lng: -82.006667),  Route carried "under" structure: City street 5THST,  Year Built: 1961,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 4,000 (year 2004),  Features Intersected: 5TH STREET UNDER RAMP K,  Facility Carried by Structure: RAMP K OVER 5TH ST
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 600189,  Location: RAMP E .1 M N OF I-70 (Lat: 39.946667,  Lng: -82.013333),  Route carried "under" structure: City street MCNTR,  Year Built: 1962,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: MCINTIRE AVE UNDER RAMP,  Facility Carried by Structure: RAMP E OVER MCINTI
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 600192,  Location: RAMP A .05 M N OF I-70 (Lat: 39.946667,  Lng: -82.013333),  Route carried "under" structure: City street MCNTR,  Year Built: 1962,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 100 (year 1970),  Features Intersected: SR 60,  Facility Carried by Structure: RAMP A OVER MCINTI
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 6001955,  Location: RAMP A .1 M N OF I-70 (Lat: 39.946667,  Lng: -82.013333),  Route carried "under" structure: Ramp City street RAMPH,  Year Built: 1962,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 6,000 (year 2004),  Features Intersected: RAMP H UNDER RAMP A,  Facility Carried by Structure: RAMP A OVER RAMP H
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 6002706,  Location: 1.3 M E OF JCT US 40 (Lat: 39.948333,  Lng: -82.021667),  Route carried "under" structure: City street LICRV,  Year Built: 1962,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 200 (year 1968),  Features Intersected: NEWARK RD&LICRIVUNDER I7,  Facility Carried by Structure: E & W BOUND I-70
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 600273,  Location: STATE ST OVER I-70 (Lat: 39.948333,  Lng: -82.018333),  Route carried "under" structure: Interstate 70,  Year Built: 1962,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 38,074 (year 2003),  Truck Traffic: 35%,  Features Intersected: I-70 UNDER SR60G STATE S,  Facility Carried by Structure: SR 60G (STATE ST)
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 1.794,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 6002765,  Location: 1.8 M E OF JCT US 40 (Lat: 39.946667,  Lng: -82.013333),  Route carried "under" structure: Interstate 70,  Year Built: 1962,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 61,940 (year 2003),  Truck Traffic: 24%,  Features Intersected: UNDER RAMP E (MAPLE AVE)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 1.835,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 6002854,  Location: OVER MUSKINGUM RIVER (Lat: 39.946667,  Lng: -82.011667),  Route carried "under" structure: City street MUSKR,  Year Built: 1962,  Structure Length: 27.86m (91.40ft),  Average Daily Traffic: 6,000 (year 1968),  Features Intersected: MUSK RIV&RRS&STREET UNDE,  Facility Carried by Structure: I-70 & RAMPS AEKJ
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 6002889,  Location: 2.25 M E OF JCT US 40 (Lat: 39.945000,  Lng: -82.006667),  Route carried "under" structure: City street 5THST,  Year Built: 1961,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 600 (year 1968),  Features Intersected: 5TH STREET UNDER I70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 6002919,  Location: 2.3 M E OF JCT US 40 (Lat: 39.945000,  Lng: -82.005000),  Route carried "under" structure: City street SIXTH,  Year Built: 1961,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 100 (year 2004),  Features Intersected: 6TH ST UNDER I 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 6002943,  Location: 2.4 M W OF JCT SR 93 (Lat: 39.945000,  Lng: -82.003333),  Route carried "under" structure: City street 7THST,  Year Built: 1961,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 450 (year 1988),  Features Intersected: 7TH STREET UNDER I-70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 6002978,  Location: 2.25 M W OF JCT SR 93 (Lat: 39.945000,  Lng: -82.001667),  Route carried "under" structure: State highway 60,  Year Built: 1961,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 18,180 (year 2003),  Truck Traffic: 4%,  Features Intersected: IR 70,  Facility Carried by Structure: I-70
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 2.731,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 6003001,  Location: 1.8 M W OF JCT SR 93 (Lat: 39.943333,  Lng: -81.991667),  Route carried "under" structure: Interstate 70,  Year Built: 1962,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 47,610 (year 2003),  Truck Traffic: 30%,  Features Intersected: I-70 UNDER HAMLINE AVE,  Facility Carried by Structure: HAMLINE AVE
Minimum Vertical Clearance: 19.51m (64.01ft),  Kilometerpoint: 2.025,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Length of Maximum Span: 56.7m (186.0ft)