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

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Structure Number: 20A094,  Location: 0.05 MI N OF CR 43 (Lat: 38.462861,  Lng: -81.500119),  Route carried "on" structure: County highway 39,  Year Built: 1928,  Year Reconstructed: 1997,  Status: Posted for load,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,159 (year 2040),  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,200,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A107,  Location: 1.39 MI N OF CR 45/2 (Lat: 38.447569,  Lng: -81.507019),  Route carried "on" structure: County highway 4500,  Year Built: 1993,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 700 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 854 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LITTLE SANDY CK,  Facility Carried by Structure: CR 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.369,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.8 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A137,  Location: 0.02 MI N OF CR 52 (Lat: 38.449200,  Lng: -81.455931),  Route carried "on" structure: County highway 5700,  Year Built: 1993,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 2,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,562 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: ELK RIVER,  Facility Carried by Structure: CR 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.898,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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: October 2020,  Underwater Inspection Date: November 2018,  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: 20A327,  Location: 0.62 MI N OF CR 43/15 (Lat: 38.456069,  Lng: -81.495131),  Route carried "on" structure: County highway 43,  Year Built: 1975,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,860 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-79 NB & SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $300,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A332,  Location: 2.52 MI E OF CR 43 (Lat: 38.479150,  Lng: -81.465639),  Route carried "on" structure: County highway 5300,  Year Built: 1976,  Status: Open,  Structure Length: 11.93m (39.14ft),  Average Daily Traffic: 600 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 732 (year 2039),  Design Load: HS 20,  Features Intersected: I-79 NB & SB,  Facility Carried by Structure: CR 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 59.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.92m (39.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000 ( Estimate for 2021),  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: 20A504,  Location: 1.20 MI S OF CR 43 (Lat: 38.448881,  Lng: -81.513511),  Route carried "on" structure: Interstate 79,  Year Built: 1975,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 9,450 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 13,325 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CR 45 & LITTLE SANDY CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.647,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 35.1m (115.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,350,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20A505,  Location: 1.20 MI S OF CR 43 (Lat: 38.449061,  Lng: -81.513581),  Route carried "on" structure: Interstate 79,  Year Built: 1975,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 10,783 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,203 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CR 45 & LITTLE SANDY CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.647,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20A506,  Location: 0.48 MI S OF CR 43 (Lat: 38.454650,  Lng: -81.503039),  Route carried "on" structure: Interstate 79,  Year Built: 1975,  Status: Open,  Structure Length: 9.86m (32.35ft),  Average Daily Traffic: 15,300 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 21,573 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.806,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 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: 38.7m (127.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.86m (32.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $525,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $625,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A507,  Location: 0.48 MI S OF CR 43 SLS (Lat: 38.454881,  Lng: -81.503000),  Route carried "on" structure: Interstate 79,  Year Built: 1975,  Status: Open,  Structure Length: 9.84m (32.28ft),  Average Daily Traffic: 10,783 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 15,204 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: CR 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.806,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 9 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: 38.7m (127.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.86m (32.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $650,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 20A508,  Location: 0.96 MI N OF CR 43 (Lat: 38.466419,  Lng: -81.482769),  Route carried "on" structure: Interstate 79,  Year Built: 1976,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 28,800 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 40,608 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CR 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.123,  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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.3 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.56m (18.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000 ( Estimate for 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: 20A509,  Location: 0.96 MI N OF CR 43 (Lat: 38.466531,  Lng: -81.483050),  Route carried "on" structure: Interstate 79,  Year Built: 1976,  Status: Open,  Structure Length: 5.62m (18.44ft),  Average Daily Traffic: 7,850 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 11,069 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CR 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.123,  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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 55.3 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.62m (18.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000 ( Estimate for 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: 20A565,  Location: 4.53 MI N OF CR 43 (Lat: 38.486411,  Lng: -81.428819),  Route carried "on" structure: Interstate 7900,  Year Built: 1976,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 13,400 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 16,348 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: ACCESS ROAD "E",  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.869,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Culverts: Fair,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.62m (2.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $125,000 ( Estimate for 2021)

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Structure Number: 20A669,  Location: 2.77 MI N OF CR 43 (Lat: 38.483711,  Lng: -81.459200),  Route carried "on" structure: Interstate 79,  Year Built: 1976,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 15,700 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 22,137 (year 2039),  Features Intersected: WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.036,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.9m (19.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.18m (7.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $150,000,  Total Project Cost: $150,000 ( Estimate for 2021)

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Structure Number: 20A709,  Location: 0.34 MI N OF CR 43 (Lat: 38.461100,  Lng: -81.489661),  Route carried "on" structure: Interstate 79,  Year Built: 1976,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 13,400 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 18,894 (year 2038),  Features Intersected: WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.415,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 3 degrees,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum 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: 20A71,  Location: 3.62 MI N OF CR 43 (Lat: 38.483781,  Lng: -81.444461),  Route carried "on" structure: Interstate 79,  Year Built: 1976,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 15,700 (year 2019),  Truck Traffic: 21%,  Average Future Daily Traffic: 22,137 (year 2039),  Features Intersected: WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.404,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $125,000 ( Estimate for 2021)

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Structure Number: 20A732,  Location: 1.40 MI N OF US 119 (Lat: 38.456561,  Lng: -81.496081),  Route carried "on" structure: County highway 4300,  Year Built: 1972,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 10,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,444 (year 2038),  Features Intersected: WILLS CREEK,  Facility Carried by Structure: CR 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 20A749,  Location: 3.61 MI N OF CR 43 (Lat: 38.484689,  Lng: -81.438169),  Route carried "on" structure: Interstate 79,  Year Built: 1970,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 12,700 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,812 (year 2040),  Design Load: HS 20,  Features Intersected: FORK OF WILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.903,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.92m (3.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $125,000 ( Estimate for 2019)

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Structure Number: 20A784,  Location: 0.01 MILE EAST OF CR 43 (Lat: 38.492300,  Lng: -81.485089),  Route carried "on" structure: County highway 4314,  Year Built: 2002,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 53 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 65 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: LITTLE SANDY CREEK,  Facility Carried by Structure: COUNTY ROUTE 43/14
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A797,  Location: 0.02 MI SO OF CR 43/12 (Lat: 38.477861,  Lng: -81.501439),  Route carried "on" structure: County highway 43,  Year Built: 2001,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,100 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,562 (year 2038),  Design Load: HL 93,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.844,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A838,  Location: 0.02 MILE SOUTH CR 39 (Lat: 38.464119,  Lng: -81.506961),  Route carried "on" structure: Other road 955,  Year Built: 2010,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 24 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: AARONS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  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 or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A95,  Location: 0.07 MI S OF CR 57 (Lat: 38.447681,  Lng: -81.456169),  Route carried "on" structure: County highway 52,  Year Built: 2020,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 650 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 852 (year 2040),  Design Load: HL 93,  Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.842,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 18A263,  Location: 0.15 MI S OF US 33 (Lat: 38.491000,  Lng: -81.436000),  Route carried "under" structure: County highway 509,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 12,850 (year 2018),  Truck Traffic: 6%,  Features Intersected: C.R. 5/9, Mill Creek,  Facility Carried by Structure: I-77 SBL
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 221.671,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 20A327,  Location: 0.62 MI N OF CR 43/15 (Lat: 38.456069,  Lng: -81.495131),  Route carried "under" structure: Interstate 7900,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 18,600 (year 2018),  Truck Traffic: 17%,  Features Intersected: I-79 NB & SB,  Facility Carried by Structure: CR 43
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 15.578,  Lanes on structure: 3,  Lanes under structure: 4,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 20A332,  Location: 2.52 MI E OF CR 43 (Lat: 38.479150,  Lng: -81.465639),  Route carried "under" structure: Interstate 7900,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 0010),  Truck Traffic: 17%,  Features Intersected: I-79 NB & SB,  Facility Carried by Structure: CR 53
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.280,  Lanes on structure: 2,  Lanes under structure: 4,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 20A504,  Location: 1.20 MI S OF CR 43 (Lat: 38.448881,  Lng: -81.513511),  Route carried "under" structure: County highway 4500,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 587 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 45 & LITTLE SANDY CK,  Facility Carried by Structure: I-79 NB
Minimum Vertical Clearance: 17.32m (56.82ft),  Kilometerpoint: 6.904,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 20A505,  Location: 1.20 MI S OF CR 43 (Lat: 38.449061,  Lng: -81.513581),  Route carried "under" structure: County highway 4500,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 587 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 45 & LITTLE SANDY CK,  Facility Carried by Structure: I-79 SB
Minimum Vertical Clearance: 17.32m (56.82ft),  Kilometerpoint: 6.904,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 20A506,  Location: 0.48 MI S OF CR 43 (Lat: 38.454650,  Lng: -81.503039),  Route carried "under" structure: County highway 4500,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 885 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 45,  Facility Carried by Structure: I-79 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.302,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 20A507,  Location: 0.48 MI S OF CR 43 SLS (Lat: 38.454881,  Lng: -81.503000),  Route carried "under" structure: County highway 4500,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 885 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 45,  Facility Carried by Structure: I-79 SBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.302,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 20A508,  Location: 0.96 MI N OF CR 43 (Lat: 38.466419,  Lng: -81.482769),  Route carried "under" structure: County highway 5300,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 784 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 53,  Facility Carried by Structure: I-79 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 20A509,  Location: 0.96 MI N OF CR 43 (Lat: 38.466531,  Lng: -81.483050),  Route carried "under" structure: County highway 5300,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 784 (year 0017),  Truck Traffic: 8%,  Features Intersected: CR 53,  Facility Carried by Structure: I-79 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 20A565,  Location: 4.53 MI N OF CR 43 (Lat: 38.486000,  Lng: -81.429000),  Route carried "under" structure: ServiceOther road ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 0007),  Features Intersected: ACCESS ROAD "E",  Facility Carried by Structure: I-79
Minimum Vertical Clearance: 2.97m (9.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 6.2m (20.3ft)