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

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Structure Number: 20A903,  Location: 0.01 E OF I-64 (Lat: 38.354711,  Lng: -81.644981),  Route carried "on" structure: City street N0280,  Year Built: 1938,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 15.46m (50.72ft),  Average Daily Traffic: 12,802 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,618 (year 2038),  Design Load: H 20,  Features Intersected: ELK RIVER,  Facility Carried by Structure: KANAWHA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Navigation Control: Yes ( Vertical Clearance: 11.0m (36.1ft), Horizontal Clearance: 71.3m (233.9ft)),  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: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 15.46m (50.72ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,350,000 ( Estimate for 2020),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A904,  Location: 0.01 MI E OF I-64 (Lat: 38.356511,  Lng: -81.643039),  Route carried "on" structure: City street N0280,  Year Built: 1955,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 19.05m (62.50ft),  Average Daily Traffic: 7,900 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,131 (year 2038),  Design Load: HS 20,  Features Intersected: COLUMBIA AVE & ELK RIVER,  Facility Carried by Structure: QUARRIER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.1m (33.1ft), Horizontal Clearance: 67.4m (221.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 70.1m (230.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Equal to present desirable criteria,  Length Of Structure Improvement: 19.05m (62.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: September 2020,  Bridge Improvement Cost: $850,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $900,000 ( Estimate for 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: 20A905,  Location: 0.10 MI S OF US 119 (Lat: 38.358331,  Lng: -81.627469),  Route carried "on" structure: City street N0280,  Year Built: 1992,  Status: Open,  Structure Length: 13.00m (42.65ft),  Average Daily Traffic: 8,900 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,994 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: ELK RIVER,  Facility Carried by Structure: SPRING STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Navigation Control: Yes ( Vertical Clearance: 8.8m (28.9ft), Horizontal Clearance: 65.5m (214.9ft)),  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: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 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: Febuary 2020,  Underwater Inspection Date: August 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: 20A907,  Location: 0.05 MI S OF WV 61 (Lat: 38.333119,  Lng: -81.622589),  Route carried "on" structure: City street N0280,  Year Built: 1964,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 700 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 854 (year 2035),  Design Load: HS 15,  Features Intersected: LICK BRANCH,  Facility Carried by Structure: SO RUFFNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20A909,  Location: 1.40 MI S OF WV 61 F (Lat: 38.334231,  Lng: -81.644150),  Route carried "on" structure: City street N0280,  Year Built: 1924,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,050 (year 2035),  Features Intersected: FORK OF PORTERS HOLLOW,  Facility Carried by Structure: LOUDEN HEIGHTS RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 16.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.52m (18.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,250,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A912,  Location: 0.63 MIL N. OF WV 114 (Lat: 38.349281,  Lng: -81.618489),  Route carried "on" structure: ServiceCity street N0280,  Year Built: 1975,  Status: Open,  Structure Length: 13.91m (45.64ft),  Average Daily Traffic: 5,500 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,920 (year 2035),  Design Load: HS 20,  Features Intersected: I-77, PIEDMONT, RICHARDS,  Facility Carried by Structure: FARNSWORTH DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.8 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: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.91m (45.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  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: 20A917,  Location: 0.03 MI W OF CR 21 (Lat: 38.379369,  Lng: -81.661819),  Route carried "on" structure: City street N0280,  Year Built: 1955,  Status: Posted for load,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,867 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,278 (year 2038),  Design Load: HS 20,  Features Intersected: TWOMILE CREEK,  Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $500,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20A921,  Location: 0.10 MI S OF US 60 (Lat: 38.388539,  Lng: -81.833989),  Route carried "on" structure: City street N1420,  Year Built: 1929,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 732 (year 2041),  Features Intersected: CR 6/6,  Facility Carried by Structure: THIRD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A922,  Location: 0.12 MI S OF US 60 (Lat: 38.388111,  Lng: -81.834161),  Route carried "on" structure: City street N1420,  Year Built: 1929,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 732 (year 2041),  Features Intersected: CR 6/6,  Facility Carried by Structure: FOURTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 20A925,  Location: 0.01 MI S OF CR 46 (Lat: 38.366200,  Lng: -81.580569),  Route carried "on" structure: City street N0280,  Year Built: 1986,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 100 (year 2015),  Average Future Daily Traffic: 144 (year 2035),  Design Load: H 20,  Features Intersected: ELK TWOMILE CREEK,  Facility Carried by Structure: HUBBARD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000 ( Estimate for 2021),  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20A927,  Location: 0.40 MIL S OF WV 61 (Lat: 38.346561,  Lng: -81.638831),  Route carried "on" structure: City street N0280,  Year Built: 1999,  Status: Open,  Structure Length: 10.91m (35.79ft),  Average Daily Traffic: 13,534 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,104 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK STATION PLATFORM,  Facility Carried by Structure: CITY STREET N02/80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 3,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 20A929,  Location: 0.01 MI W OF WV 21 (Lat: 38.392361,  Lng: -81.659231),  Route carried "on" structure: City street N0280,  Year Built: 2009,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 350 (year 2018),  Average Future Daily Traffic: 550 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: TWOMILE CREEK,  Facility Carried by Structure: SCRAGGS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal 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: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40A028,  Location: 0.74 MI E OF CR 33/6 (Lat: 38.154300,  Lng: -81.304300),  Route carried "on" structure: County highway 33,  Year Built: 1961,  Status: Posted for load,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,154 (year 2040),  Design Load: HS 15,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.527,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 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: 18.6m (61.0ft),  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: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 4.59m (15.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,350,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,450,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40A044,  Location: 0.01 MI E OF CR 31 (Lat: 38.448589,  Lng: -81.777111),  Route carried "on" structure: County highway 38,  Year Built: 1988,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 1,700 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,295 (year 2038),  Design Load: HS 20,  Features Intersected: POCATALICO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  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: 28.7m (94.2ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: September 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: 40A057,  Location: 0.59 MI E OF CR 60/27 (Lat: 38.415819,  Lng: -82.020081),  Route carried "on" structure: US 60,  Year Built: 1943,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,500 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 7,425 (year 2038),  Design Load: HS 20,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.945,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $250,000 ( Estimate for 2020),  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: 40A058,  Location: 0.41 MI N OF CR 31 (Lat: 38.478331,  Lng: -81.813550),  Route carried "on" structure: State highway 62,  Year Built: 1988,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 8,615 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,630 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: POCATALICO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.925,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2018,  Underwater Inspection Date: September 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: 40A066,  Location: 0.76 MI. E. OF CR 19 SLS (Lat: 38.445261,  Lng: -82.006531),  Route carried "on" structure: Interstate 64,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 17,700 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 23,895 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.699,  Lanes on 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: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.28m (20.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000 ( Estimate for 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: 40A068,  Location: 0.76 MI E OF CR 19 (Lat: 38.445411,  Lng: -82.006650),  Route carried "on" structure: Interstate 64,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 17,700 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 23,895 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.699,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  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: 15.9m (52.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.0 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $900,000 ( Estimate for 2020),  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: 40A072,  Location: 2.83 MI EAST OF WV 34 F (Lat: 38.456011,  Lng: -81.883400),  Route carried "on" structure: Interstate 64,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 32,200 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 43,470 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 29 & ROCKY STEP RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.804,  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: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 70.7 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.85m (29.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $4,500,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $5,000,000 ( Estimate for 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: 40A073,  Location: 4.82 MI E OF WV 34 (Lat: 38.448119,  Lng: -81.849139),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1962,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.74m (18.83ft),  Average Daily Traffic: 6,082 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,697 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-64 EB & WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.006,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $1,500,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $1,750,000 ( Estimate for 2019),  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: 40A074,  Location: 3.18 MI E OF WV 34 (Lat: 38.455461,  Lng: -81.877119),  Route carried "on" structure: Interstate 64,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.03m (13.22ft),  Average Daily Traffic: 32,200 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 43,470 (year 2038),  Design Load: HS 20,  Features Intersected: CR 33/5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.367,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 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: 15.2m (49.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.03m (13.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $1,000,000 ( Estimate for 2019),  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: 40A09,  Location: 0.43 MI N OF CR 34/14 (Lat: 38.455989,  Lng: -81.935539),  Route carried "on" structure: State highway 34,  Year Built: 1991,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 27,300 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,579 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-64 EB & WB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 24.140,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.05m (19.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $750,000 ( Estimate for 2019),  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: 40A109,  Location: 0.07 MI W OF WV 62 (Lat: 38.454961,  Lng: -81.815850),  Route carried "on" structure: County highway 3515,  Year Built: 1972,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 915 (year 2038),  Features Intersected: ROCK BRANCH CREEK,  Facility Carried by Structure: CR 35/15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: 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: Somewhat better than minimum adequacy,  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: 40A111,  Location: 0.33 MI E OF WV 25 (Lat: 38.439850,  Lng: -81.830850),  Route carried "on" structure: Interstate 64,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 61,200 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 82,620 (year 2038),  Features Intersected: ARMOUR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.099,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 40A112,  Location: 0.15 MI E OF WV 34 (Lat: 38.455700,  Lng: -81.932161),  Route carried "on" structure: Interstate 64,  Year Built: 1960,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 38,800 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 55,484 (year 2040),  Design Load: HS 20,  Features Intersected: POPLAR FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.491,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

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: August 2021

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Structure Number: 40A147,  Location: 0.37 MILE S. OF WV 34 (Lat: 38.478581,  Lng: -81.922411),  Route carried "on" structure: US 35,  Year Built: 2008,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 14,800 (year 2018),  Truck Traffic: 27%,  Average Future Daily Traffic: 19,980 (year 2038),  Features Intersected: KILGORE RD. CR 29/2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.283,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 40A148,  Location: 0.04 MILE N. OF US 35 SPU (Lat: 38.453839,  Lng: -81.903519),  Route carried "on" structure: US 35,  Year Built: 2008,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 14,775 (year 2017),  Truck Traffic: 27%,  Average Future Daily Traffic: 19,946 (year 2037),  Design Load: HL 93,  Features Intersected: I-64 EB & WB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.064,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 40A149,  Location: 0.04 MI N OF US 35 SPUR (Lat: 38.453939,  Lng: -81.903811),  Route carried "on" structure: US 35,  Year Built: 2008,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 7,388 (year 2017),  Truck Traffic: 27%,  Average Future Daily Traffic: 9,974 (year 2037),  Design Load: HL 93,  Features Intersected: I-64 EB & WB
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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: 40A15,  Location: 0.02 MILE N OF US 35 SPUR (Lat: 38.453700,  Lng: -81.903600),  Route carried "on" structure: Ramp US 35,  Year Built: 2008,  Status: Open,  Structure Length: 35.90m (117.78ft),  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 27%,  Average Future Daily Traffic: 8,505 (year 2040),  Design Load: HL 93,  Features Intersected: I64 E&W, US35N&S & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  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: 1,  Number Of Approach Spans: 5,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 40A162,  Location: 0.09 MI N OF WV 817 (Lat: 38.532139,  Lng: -81.895581),  Route carried "on" structure: State highway 3400,  Year Built: 2010,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 5,100 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,885 (year 2037),  Design Load: HL 93,  Features Intersected: WV 817,  Facility Carried by Structure: WV 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.134,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 25.0m (82.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 40A164,  Location: 0.93 MI N OF CR 60/5 (Lat: 38.154300,  Lng: -81.333600),  Route carried "on" structure: County highway 46,  Year Built: 1975,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,300 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,690 (year 2039),  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.711,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20A075,  Location: 0.67 MI E OF CR 21 (Lat: 38.410061,  Lng: -81.653011),  Route carried "under" structure: County highway 2701,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 0013),  Truck Traffic: 8%,  Features Intersected: CR 27/1,  Facility Carried by Structure: CR 27
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 20A146,  Location: 0.08 MI E OF WV 61 (Lat: 38.366231,  Lng: -81.668581),  Route carried "under" structure: Spur City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 0004),  Truck Traffic: 5%,  Features Intersected: KANAWHA RIVER & BLVD,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 6.66m (21.85ft),  Kilometerpoint: 22.515,  Lanes on structure: 4,  Lanes under structure: 1,  Length of Maximum Span: 133.0m (436.4ft)

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Structure Number: 20A146,  Location: 0.08 MI E OF WV 61 (Lat: 38.366231,  Lng: -81.668581),  Route carried "under" structure: State highway 6100,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 19,500 (year 0004),  Truck Traffic: 5%,  Features Intersected: KANAWHA RIVER & BLVD,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.080,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 133.0m (436.4ft)

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Structure Number: 20A146,  Location: 0.08 MI E OF WV 61 (Lat: 38.366231,  Lng: -81.668581),  Route carried "under" structure: City street ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 0004),  Features Intersected: KANAWHA RIVER & BLVD,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 1,  Length of Maximum Span: 133.0m (436.4ft)

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Structure Number: 20A147,  Location: 0.04 MI E OF I-64 (Lat: 38.356689,  Lng: -81.639869),  Route carried "under" structure: US 6000,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 5,500 (year 2019),  Truck Traffic: 6%,  Features Intersected: US 60 LEE STREET EB,  Facility Carried by Structure: CITY OF CHARLESTON
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 26.876,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 20A148,  Location: 0.09 MI E OF I-64 (Lat: 38.354711,  Lng: -81.636819),  Route carried "under" structure: US 6000,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 7,605 (year 2015),  Truck Traffic: 6%,  Features Intersected: US RT 60,  Facility Carried by Structure: MALL PARKING
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 27.085,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 20A152,  Location: 0.58 MI E OF CR 73 (Lat: 38.300581,  Lng: -81.555911),  Route carried "under" structure: County highway 6012,  Year Built: 1945,  Structure Length: 0. m,  Average Daily Traffic: 7,186 (year 0016),  Truck Traffic: 8%,  Features Intersected: CR 60/12,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 8.224,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 20A155,  Location: 0.47 MI E OF CR 60/15 (Lat: 38.237700,  Lng: -81.542961),  Route carried "under" structure: County highway 6017,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 60 (year 0007),  Features Intersected: CR 60/17,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 20A16,  Location: 0.31 MI E OF CR 81 (Lat: 38.220961,  Lng: -81.429011),  Route carried "under" structure: County highway 81,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 3,300 (year 0018),  Truck Traffic: 8%,  Features Intersected: KELLYS CK RR & CR 81,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 0.612,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 20A16,  Location: 0.31 MI E OF CR 81 (Lat: 38.220961,  Lng: -81.429011),  Route carried "under" structure: Business City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 0010),  Features Intersected: KELLYS CK RR & CR 81,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 20A16,  Location: 0.31 MI E OF CR 81 (Lat: 38.220961,  Lng: -81.429011),  Route carried "under" structure: Business City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 0010),  Features Intersected: KELLYS CK RR & CR 81,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 8.18m (26.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 20A16,  Location: 0.31 MI E OF CR 81 (Lat: 38.220961,  Lng: -81.429011),  Route carried "under" structure: Business City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 75 (year 0010),  Features Intersected: KELLYS CK RR & CR 81,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 20A236,  Location: 1.28 MI N OF CR 21/17 (Lat: 38.562089,  Lng: -81.636311),  Route carried "under" structure: County highway 1900,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 0018),  Truck Traffic: 8%,  Features Intersected: CR 19 & ALLEN FORK,  Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 2,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 20A308,  Location: 0.29 MI N OF CR 60/14 (Lat: 38.390200,  Lng: -81.841239),  Route carried "under" structure: County highway 1701,  Year Built: 1918,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2019),  Truck Traffic: 5%,  Features Intersected: COUNTY ROUTE 17/1,  Facility Carried by Structure: CSX RR OWNER #4660
Minimum Vertical Clearance: 3.99m (13.09ft),  Kilometerpoint: 0.467,  Lanes under structure: 2,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 20A342,  Location: 0.29 MI E OF CR 60/64 (Lat: 38.365989,  Lng: -81.680531),  Route carried "under" structure: Business Other road ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 0009),  Truck Traffic: 5%,  Features Intersected: CSX RR CARBIDE ENTRANCE,  Facility Carried by Structure: US 60
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 20A346,  Location: 0.01 MI W OF CR 73 (Lat: 38.116000,  Lng: -81.202000),  Route carried "under" structure: Business Other road ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 0010),  Truck Traffic: 8%,  Features Intersected: N&S RR & AMHERST DRIVE,  Facility Carried by Structure: US 60 EB
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 20A347,  Location: 1.03 MI E OF CR 60/18 (Lat: 38.229289,  Lng: -81.533750),  Route carried "under" structure: County highway 6018,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 823 (year 0016),  Truck Traffic: 8%,  Features Intersected: CR 60/18,  Facility Carried by Structure: US 60 E & WBL
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.064,  Lanes on structure: 4,  Lanes under structure: 2,  Length of Maximum Span: 9.8m (32.2ft)