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

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Structure Number: 8400393,  Location: 0.09M S OF JCT SR550 (Lat: 39.404381,  Lng: -81.470961),  Route carried "on" structure: State highway 7,  Year Built: 1954,  Status: Open,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 12,666 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,580 (year 2035),  Design Load: H 15,  Features Intersected: MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.766,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021

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Structure Number: 8400423,  Location: 0.07M S OF JCT SR550 (Lat: 39.404661,  Lng: -81.470600),  Route carried "on" structure: State highway 7,  Year Built: 1954,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 12,666 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 17,580 (year 2035),  Design Load: H 20,  Features Intersected: CO. RD. 50 (VIRGINA ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.815,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  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-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8400784,  Location: 1.5 MI N JCT SR 7 (Lat: 39.426269,  Lng: -81.422200),  Route carried "on" structure: State highway 26,  Year Built: 1952,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 10.66m (34.97ft),  Average Daily Traffic: 6,404 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,889 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  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: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8400822,  Location: 2.4 MI. N. OF JCT SR 7 (Lat: 39.428211,  Lng: -81.414431),  Route carried "on" structure: State highway 26,  Year Built: 2004,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,892 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,402 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: GOOSE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.849,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 87.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8402108,  Location: 1.12M N OF JCT SR550 (Lat: 39.419031,  Lng: -81.464239),  Route carried "on" structure: State highway 7,  Year Built: 1953,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 31.60m (103.67ft),  Average Daily Traffic: 10,799 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 14,989 (year 2035),  Design Load: HS 20,  Features Intersected: MUSK.R.FRONT&GILMAN STS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.665,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.5m (54.1ft), Horizontal Clearance: 39.9m (130.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8402167,  Location: 0.12M N INTERSECT.OF I-77 (Lat: 39.408900,  Lng: -81.423781),  Route carried "on" structure: State highway 7,  Year Built: 1966,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 24,836 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,472 (year 2035),  Design Load: H 20,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.059,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.8m (71.5ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 8402485,  Location: SR 60 @ STATE LINE (Lat: 39.410700,  Lng: -81.447961),  Route carried "on" structure: State highway 60,  Year Built: 1992,  Status: Open,  Structure Length: 76.11m (249.70ft),  Average Daily Traffic: 12,688 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,733 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: WILLIAMSTOWN BRIDGE
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 26.8m (87.9ft), Horizontal Clearance: 472.1m (1,548.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 10,  Length of Maximum Span: 198.4m (650.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum 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 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Underwater Inspection Date: September 2019,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8402906,  Location: STATE LINE (Lat: 39.404939,  Lng: -81.429350),  Route carried "on" structure: Interstate 77,  Year Built: 1965,  Status: Open,  Structure Length: 79.72m (261.55ft),  Average Daily Traffic: 19,477 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 38,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Ohio River, CR 1 & CSX
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 194.2m (637.1ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 198.4m (650.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 79.71m (261.52ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: August 2020,  Other Special Inspection Date: July 2021,  Roadway Improvement Cost: $100,000,000,  Total Project Cost: $100,000,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8402914,  Location: 0.13M N W.VA STATE LINE (Lat: 39.407100,  Lng: -81.427411),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 19,477 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 27,034 (year 2035),  Design Load: HS 20,  Features Intersected: OVR PRR SPUR (PIPE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft)

Condition: Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: 8402949,  Location: 0.3M N W.VA. STATE LINE (Lat: 39.409361,  Lng: -81.425300),  Route carried "on" structure: Interstate 77,  Year Built: 1967,  Status: Open,  Structure Length: 6.99m (22.93ft),  Average Daily Traffic: 15,399 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 21,374 (year 2035),  Design Load: HS 20,  Features Intersected: SR 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 20.2m (66.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8402973,  Location: 1.35M N W.VA. STATE LINE (Lat: 39.421919,  Lng: -81.426419),  Route carried "on" structure: Interstate 77,  Year Built: 1966,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 7,711 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,703 (year 2035),  Design Load: HS 20,  Features Intersected: SR 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8403007,  Location: 1.35M N W.VA. STATE LINE (Lat: 39.422100,  Lng: -81.426289),  Route carried "on" structure: Interstate 77,  Year Built: 1966,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 7,711 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,703 (year 2035),  Design Load: HS 20,  Features Intersected: SR 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.173,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8403031,  Location: 2.8M N W.VA. STATE LINE (Lat: 39.441911,  Lng: -81.433481),  Route carried "on" structure: County highway C0375,  Year Built: 1965,  Status: Open,  Structure Length: 6.93m (22.74ft),  Average Daily Traffic: 1,452 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,404 (year 2035),  Design Load: H 15,  Features Intersected: I 77,  Facility Carried by Structure: CR 375
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.653,  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: 4,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8430128,  Location: Putnam Street, Marietta C (Lat: 39.413511,  Lng: -81.457700),  Route carried "on" structure: City street C0000,  Year Built: 2000,  Status: Open,  Structure Length: 20.91m (68.60ft),  Average Daily Traffic: 6,172 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,567 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MUSKINGUM R * PUTNAM BRG,  Facility Carried by Structure: PUTNAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 29.9m (98.1ft)),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 97.8m (320.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: July 2018,  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: 8430152,  Location: 1.5 MI N OF JCT SR 7 (Lat: 39.433989,  Lng: -81.473211),  Route carried "on" structure: County highway C0004,  Year Built: 1927,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,797 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,270 (year 2035),  Design Load: H 10,  Features Intersected: INDIAN RUN * INDIAN RU,  Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 8431558,  Location: 3.24 MI NE OF JCT SR 26 (Lat: 39.456411,  Lng: -81.386831),  Route carried "on" structure: County highway C0016,  Year Built: 1980,  Status: Posted for load,  Structure Length: 2.73m (8.96ft),  Average Daily Traffic: 160 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 222 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: KILLWELL RUN * DUCKWORT,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.214,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8431566,  Location: 0.0 MILES N OF SR 26 (Lat: 39.423939,  Lng: -81.406981),  Route carried "on" structure: County highway C0344,  Year Built: 2000,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 1,173 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,628 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: GOOSE RUN,  Facility Carried by Structure: CR-344
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.784,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8436673,  Location: 1.27 MI N OF JCT CR 126 (Lat: 39.440281,  Lng: -81.554169),  Route carried "on" structure: County highway T0110,  Year Built: 1924,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 209 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 290 (year 2035),  Design Load: H 20,  Features Intersected: HALFWAY RUN * O'LIN,  Facility Carried by Structure: TOWNSHIP ROAD 110
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.044,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  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: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8436835,  Location: .24 MI N OF MTTA CORP (Lat: 39.434239,  Lng: -81.479900),  Route carried "on" structure: County highway T0050,  Year Built: 1988,  Status: Open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 116 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 161 (year 2035),  Design Load: HS 20,  Features Intersected: INDIAN RUN * WELC,  Facility Carried by Structure: TOWNSHIP ROAD 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than 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 24 months,  Inspection Date: June 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8439451,  Location: 1.47 MI E OF JCT C RD 375 (Lat: 39.470531,  Lng: -81.411389),  Route carried "on" structure: County highway C0042,  Year Built: 1985,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 70 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 97 (year 2035),  Design Load: HS 20,  Features Intersected: DUCK CREEK * STANLEYVILL,  Facility Carried by Structure: COUNTY ROAD 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 843954,  Location: 0.9 MI N OF INT OF CR 9 (Lat: 39.426781,  Lng: -81.361839),  Route carried "on" structure: County highway C0333,  Year Built: 1990,  Status: Open,  Structure Length: 7.94m (26.05ft),  Average Daily Traffic: 387 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 537 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: L MUSKINGUM * HILL,  Facility Carried by Structure: COUNTY ROAD 333
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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,  Length Of Structure Improvement: 9.91m (32.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8460016,  Location: 0.06 mi N of Cnty House L (Lat: 39.405519,  Lng: -81.411261),  Route carried "on" structure: City street CHRRY,  Year Built: 2011,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 278 (year 2035),  Design Load: HL 93,  Features Intersected: Ditch,  Facility Carried by Structure: CHERRY TREE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 8400423,  Location: 0.07M S OF JCT SR550 (Lat: 39.404661,  Lng: -81.470600),  Route carried "under" structure: County highway 50,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 2,642 (year 2015),  Truck Traffic: 2%,  Features Intersected: SR 7,  Facility Carried by Structure: S.R. 7
Minimum Vertical Clearance: 9.40m (30.84ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 8402108,  Location: 1.12M N OF JCT SR550 (Lat: 39.419031,  Lng: -81.464239),  Route carried "under" structure: City street GLMAN,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 2,246 (year 2015),  Truck Traffic: 3%,  Features Intersected: US 50A,  Facility Carried by Structure: S.R. 7
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 8402906,  Location: STATE LINE (Lat: 39.404939,  Lng: -81.429350),  Route carried "under" structure: County highway C0001,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 1,222 (year 2017),  Truck Traffic: 5%,  Features Intersected: IR 77,  Facility Carried by Structure: IR 77
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 10.680,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 198.4m (650.9ft)

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Structure Number: 8402949,  Location: 0.3M N W.VA. STATE LINE (Lat: 39.409361,  Lng: -81.425300),  Route carried "under" structure: State highway 7,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 24,836 (year 2015),  Truck Traffic: 5%,  Features Intersected: I 77
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 38.930,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.2m (66.3ft)

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Structure Number: 8402973,  Location: 1.35M N W.VA. STATE LINE (Lat: 39.421919,  Lng: -81.426419),  Route carried "under" structure: State highway 26,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,404 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 8403007,  Location: 1.35M N W.VA. STATE LINE (Lat: 39.422100,  Lng: -81.426289),  Route carried "under" structure: State highway 26,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,404 (year 2015),  Truck Traffic: 7%,  Features Intersected: I-77,  Facility Carried by Structure: I.R. 77
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 8403031,  Location: 2.8M N W.VA. STATE LINE (Lat: 39.441911,  Lng: -81.433481),  Route carried "under" structure: Interstate 77,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,421 (year 2015),  Truck Traffic: 11%,  Features Intersected: CR 375 SUBWAY,  Facility Carried by Structure: COUUNTY RD. 375
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 4.506,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)