Bridge Statistics for Barboursville, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 6A003,  Location: 0.12 MI NORTH OF CR 1/11 (Lat: 38.443831,  Lng: -82.218431),  Route carried "on" structure: County highway 100,  Year Built: 1989,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 3,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,993 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BIG CABELL CREEK,  Facility Carried by Structure: CR 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $112,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $120,000 ( Estimate for 2017),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A028,  Location: 0.14 MI SOUTH OF CR 42 (Lat: 38.346400,  Lng: -82.293081),  Route carried "on" structure: State highway 1000,  Year Built: 1950,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 5,205 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,506 (year 2039),  Features Intersected: UPPER HEATH CREEK,  Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.265,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $185,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A029,  Location: 0.04 MI SOUTH OF CR 42 (Lat: 38.347300,  Lng: -82.295269),  Route carried "on" structure: State highway 1000,  Year Built: 1936,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 5,400 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,000 (year 2039),  Features Intersected: HEATH CREEK,  Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.475,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $575,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A03,  Location: 0.71 MI. N. OF CR.42 (Lat: 38.348839,  Lng: -82.308481),  Route carried "on" structure: State highway 1000,  Year Built: 1940,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,808 (year 2040),  Design Load: H 20,  Features Intersected: LEFT FK. OF HEATH CK.,  Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.794,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $165,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A034,  Location: 0.24 MI EAST OF WV 10 (Lat: 38.379331,  Lng: -82.334039),  Route carried "on" structure: County highway 1011,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 80 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 97 (year 2040),  Features Intersected: LEFT FK OF DAVIS CREEK,  Facility Carried by Structure: CR 10/11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $113,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 6A042,  Location: 0.11 MI WEST OF CR 17/2 (Lat: 38.425961,  Lng: -82.237011),  Route carried "on" structure: County highway 1700,  Year Built: 1961,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 1,100 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,694 (year 2036),  Design Load: HS 20,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.920,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $750,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6A045,  Location: 0.45 MI EAST OF CR 17 (Lat: 38.435011,  Lng: -82.237119),  Route carried "on" structure: County highway 1704,  Year Built: 1992,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 61 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE CABELL CREEK,  Facility Carried by Structure: CR 17/4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Other Special Inspection Date: December 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $89,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6A046,  Location: 0.01 MI NORTH OF US 60 (Lat: 38.416439,  Lng: -82.290469),  Route carried "on" structure: State highway 19300,  Year Built: 1979,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 6.96m (22.83ft),  Average Daily Traffic: 13,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,875 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MUD RIVER,  Facility Carried by Structure: WV 193 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A048,  Location: 0.05 MI SOUTH OF C.R. 19 (Lat: 38.417039,  Lng: -82.290861),  Route carried "on" structure: County highway 2600,  Year Built: 1990,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 1,600 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,032 (year 2037),  Design Load: HS 20,  Features Intersected: MERRICK CREEK,  Facility Carried by Structure: CR 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.870,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  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: 6A073,  Location: 0.08 MI SOUTH OF C.R. 29 (Lat: 38.399619,  Lng: -82.201719),  Route carried "on" structure: County highway 2901,  Year Built: 1988,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 254 (year 2038),  Design Load: HS 20,  Features Intersected: WAUGH BRANCH,  Facility Carried by Structure: CR 29/1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.058,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 11.1m (36.4ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A094,  Location: 0.10 MI NORTH OF CR 43 (Lat: 38.332789,  Lng: -82.336531),  Route carried "on" structure: County highway 4200,  Year Built: 1983,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 127 (year 2038),  Design Load: HS 20,  Features Intersected: FORK OF LONG BRANCH,  Facility Carried by Structure: CR 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $119,000 ( Estimate for 2018),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A128,  Location: 0.20 MI WEST OF CR 60/9 (Lat: 38.410431,  Lng: -82.296489),  Route carried "on" structure: County highway 6005,  Year Built: 1983,  Status: Open,  Structure Length: 12.33m (40.45ft),  Average Daily Traffic: 6,200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,502 (year 2040),  Design Load: HS 20,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: CR 60/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum 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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A14,  Location: 0.20 MI EAST OF CR 60/1 (Lat: 38.413450,  Lng: -82.347939),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 20,250 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 32,805 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US ROUTE 60,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.384,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A141,  Location: 1.78 MI WEST OF CR 60/89 (Lat: 38.421900,  Lng: -82.298561),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Status: Open,  Structure Length: 37.15m (121.88ft),  Average Daily Traffic: 42,325 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 50,000 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Guyandotte R, CR60/52&26,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.083,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 12,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.19m (122.01ft),  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: April 2020,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: October 2018,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $16,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $17,000,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A142,  Location: 1.44 MI WEST OF CR 60/89 (Lat: 38.419281,  Lng: -82.290039),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 24,650 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 39,933 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WV ROUTE 193,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Other Special Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A143,  Location: 0.99 MI WEST OF CR 60/89 (Lat: 38.416989,  Lng: -82.282781),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 35,300 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 50,479 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROUTE 26,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.725,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,050,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A144,  Location: 0.21 MI WEST OF CR 60/89 (Lat: 38.415581,  Lng: -82.268331),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.99m (42.62ft),  Average Daily Traffic: 20,350 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 31,339 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MUD RIVER AND CO RT 26/2,  Facility Carried by Structure: I 64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6A145,  Location: 1.69 MILES EAST OF CR 19 (Lat: 38.417931,  Lng: -82.261050),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 24,755 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 40,105 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: County Route 60/89,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.720,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $200,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A187,  Location: 0.20 MI EAST OF CR 60/1 (Lat: 38.413431,  Lng: -82.348250),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 20,250 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 32,805 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US ROUTE 60,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.384,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A188,  Location: 1.78 MI WEST OF CR 60/89 (Lat: 38.422131,  Lng: -82.298600),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Status: Open,  Structure Length: 37.15m (121.88ft),  Average Daily Traffic: 42,325 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 47,574 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: Guyandotte R, CR60/52&26,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.083,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 12,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.19m (122.01ft),  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: April 2020,  Critical Feature Inspection Date: April 2021,  Underwater Inspection Date: October 2018,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $16,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $17,000,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A189,  Location: 1.44 MI WEST OF CR 60/89 (Lat: 38.419439,  Lng: -82.290000),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 24,650 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 39,933 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: WV ROUTE 193,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2020,  Other Special Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A19,  Location: 0.21 MI WEST OF CR 60/89 (Lat: 38.415761,  Lng: -82.268411),  Route carried "on" structure: Interstate 6400,  Year Built: 1959,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.99m (42.62ft),  Average Daily Traffic: 20,350 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 27,950 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: MUD RIVER AND CO RT 26/2,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.980,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6A191,  Location: 0.99 MI WEST OF CR 60/8 (Lat: 38.417161,  Lng: -82.282700),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1979,  Status: Closed,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 24,756 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 38,124 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: INTERSTATE 64,  Facility Carried by Structure: I 64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.725,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $505,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A192,  Location: 1.69 MI EAST OF CR 19 (Lat: 38.418111,  Lng: -82.261150),  Route carried "on" structure: Interstate 6400,  Year Built: 1958,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.31m (14.14ft),  Average Daily Traffic: 24,755 (year 2019),  Truck Traffic: 17%,  Average Future Daily Traffic: 40,105 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: County Route 60/89,  Facility Carried by Structure: I 64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.720,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $200,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6A216,  Location: 0.08 MILE WEST OF CR 60/9 (Lat: 38.415819,  Lng: -82.295331),  Route carried "on" structure: US 6000,  Year Built: 1995,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 15,600 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,380 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.634,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Waterway Adequacy: Equal to present minimum 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: Integral Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A22,  Location: 0.01 MI SOUTH OF WV ALT10 (Lat: 38.379750,  Lng: -82.334069),  Route carried "on" structure: State highway 1000,  Year Built: 1960,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 6,400 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,000 (year 2039),  Features Intersected: DAVIS CREEK,  Facility Carried by Structure: WV 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.009,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 6A237,  Location: 0.19 MI. EAST OF CR 60/89 (Lat: 38.421061,  Lng: -82.252200),  Route carried "on" structure: Interstate 6400,  Year Built: 1996,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 16,750 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,827 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MUD RIVER,  Facility Carried by Structure: I64 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.493,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A238,  Location: 0.19 MI.EAST OF CR 60/89 (Lat: 38.420869,  Lng: -82.252200),  Route carried "on" structure: Interstate 6400,  Year Built: 1996,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 16,750 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,827 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MUD RIVER,  Facility Carried by Structure: I64 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.493,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A244,  Location: 1.93 MI. EAST OF CR 60/89 (Lat: 38.431219,  Lng: -82.214289),  Route carried "on" structure: Interstate 6400,  Year Built: 1998,  Status: Open,  Structure Length: 11.42m (37.47ft),  Average Daily Traffic: 18,988 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 29,242 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: I64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A245,  Location: 1.93 MI. EAST OF CR 60/89 (Lat: 38.431400,  Lng: -82.214061),  Route carried "on" structure: Interstate 6400,  Year Built: 1998,  Status: Open,  Structure Length: 11.42m (37.47ft),  Average Daily Traffic: 18,988 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 29,242 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: I64
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A25,  Location: 0.01 MILE SOUTH OF US 60 (Lat: 38.411939,  Lng: -82.316050),  Route carried "on" structure: County highway 3101,  Year Built: 1998,  Status: Open,  Structure Length: 9.21m (30.22ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 242 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: CR 64/88
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A255,  Location: 0.10 MILE NORTH OF US 60 (Lat: 38.416950,  Lng: -82.264431),  Route carried "on" structure: County highway 16018,  Year Built: 1999,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,950 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: I64 / Mall Access Road,  Facility Carried by Structure: CR 160/18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A257,  Location: 0.01 MI S. OF WV ALT10 (Lat: 38.396500,  Lng: -82.322361),  Route carried "on" structure: County highway 4200,  Year Built: 2000,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,936 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: DAVIS CREEK,  Facility Carried by Structure: CR 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.031,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to 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: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A258,  Location: 0.01 MILE NORTH OF CR 42 (Lat: 38.392750,  Lng: -82.320000),  Route carried "on" structure: County highway 4217,  Year Built: 2000,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 63 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: GUYANDOTTE RIVER,  Facility Carried by Structure: CR 42/17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A259,  Location: 0.01 MI EAST OF ALT WV 10 (Lat: 38.380889,  Lng: -82.333469),  Route carried "on" structure: Other road 95100,  Year Built: 2001,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 30 (year 2020),  Average Future Daily Traffic: 36 (year 2040),  Features Intersected: DAVIS CREEK,  Facility Carried by Structure: HARP 951
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 2.4m (7.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2020,  Other Special Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6A26,  Location: 0.01 MILE NORTH OF US 60 (Lat: 38.418900,  Lng: -82.237789),  Route carried "on" structure: County highway 1700,  Year Built: 2001,  Status: Open,  Structure Length: 22.77m (74.70ft),  Average Daily Traffic: 1,668 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,118 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: MUD RIVER,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.015,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  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: September 2020,  Underwater Inspection Date: August 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: 6A261,  Location: 0.04 MILE S.OF CR 1/10 (Lat: 38.442531,  Lng: -82.219861),  Route carried "on" structure: County highway 100,  Year Built: 2003,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 3,300 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,191 (year 2038),  Design Load: HL 93,  Features Intersected: MUD RIVER,  Facility Carried by Structure: COUNTY ROUTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.380,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous