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

Find on map >>   Show street view

Structure Number: 20A362,  Location: 0.42 MI. N. OF WV 61 (Lat: 38.334700,  Lng: -81.596861),  Route carried "on" structure: Ramp County highway 6062,  Year Built: 1975,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 12,465 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,210 (year 2038),  Design Load: HS 20,  Features Intersected: I77S,NSRR,CR64/4,CR60/76,  Facility Carried by Structure: I-77 NB R CR 60/62
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.01m (39.40ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $490,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20A363,  Location: 0.06 MI. S. OF US 60 (Lat: 38.334700,  Lng: -81.598369),  Route carried "on" structure: Ramp County highway 6063,  Year Built: 1976,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 15,155 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,490 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: CR 60/76,  Facility Carried by Structure: CR 60/63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $350,000,  Total Project Cost: $350,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 20A364,  Location: 0.11 MI N OF WV 61 (Lat: 38.332950,  Lng: -81.597931),  Route carried "on" structure: County highway 6063,  Year Built: 1976,  Status: Open,  Structure Length: 42.18m (138.39ft),  Average Daily Traffic: 15,155 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,490 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: US 60, KAN RIV, VIR AVE,  Facility Carried by Structure: CR 60/63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 20.4m (66.9ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 126.5m (415.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 48.34m (158.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $600,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 20A374,  Location: 0.32 MI N CR 25/25 (Lat: 38.379750,  Lng: -81.712231),  Route carried "on" structure: State highway 62,  Year Built: 1930,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 7,900 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,638 (year 2038),  Features Intersected: TYLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $550,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20A391,  Location: 0.69 MI E OF US 60 (Lat: 38.358311,  Lng: -81.703500),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 18.88m (61.94ft),  Average Daily Traffic: 31,400 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,984 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 61/13 AND CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.500,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.88m (61.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 20A392,  Location: 0.69 MI E OF US 60 (Lat: 38.358469,  Lng: -81.703519),  Route carried "on" structure: Interstate 64,  Year Built: 1970,  Status: Open,  Structure Length: 18.87m (61.91ft),  Average Daily Traffic: 31,400 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 48,984 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KAN TPK & CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 87.500,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  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: 47.4m (155.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.87m (61.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $750,000,  Total Project Cost: $750,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 20A395,  Location: 1.57 MI E OF CR 60/64 (Lat: 38.357669,  Lng: -81.659031),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 62,300 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 97,188 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 61/12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.765,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 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: 15.6m (51.2ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.06m (13.32ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,300,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20A397,  Location: 2.03 MI E OF CR 60/64 (Lat: 38.355269,  Lng: -81.648469),  Route carried "on" structure: Interstate 6400,  Year Built: 1975,  Status: Open,  Structure Length: 68.49m (224.70ft),  Average Daily Traffic: 132,620 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 175,000 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: KAN R WV61 CSX RR US119,  Facility Carried by Structure: I-64 E & W
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 92.505,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 27.1m (88.9ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 16,  Length of Maximum Span: 141.7m (464.9ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: 68.49m (224.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2021,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $7,000,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $7,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A398,  Location: 2.15 MI E OF CR 60/64 (Lat: 38.354861,  Lng: -81.650719),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 23.51m (77.13ft),  Average Daily Traffic: 10,551 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 14,877 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I64 WV61 KAN R CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.698,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Underwater Inspection Date: August 2019,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A399,  Location: 0.26 MI E OF US 119 (Lat: 38.356581,  Lng: -81.646661),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 13.76m (45.14ft),  Average Daily Traffic: 7,095 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,005 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: KANAWHA BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.924,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A4,  Location: 0.29 MI E OF US 119 (Lat: 38.356181,  Lng: -81.645889),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 13.75m (45.11ft),  Average Daily Traffic: 7,083 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,987 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: KANAWHA BLVD & PENN AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.972,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20A401,  Location: 0.42 MI E OF US 119 (Lat: 38.358261,  Lng: -81.642581),  Route carried "on" structure: Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 53.23m (174.64ft),  Average Daily Traffic: 99,696 (year 2016),  Truck Traffic: 21%,  Average Future Daily Traffic: 148,390 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: VA,RANDLPH,LEE& WASH STS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.181,  Lanes on structure: 6,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 17,  Length of Maximum Span: 281.1m (922.2ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 53.23m (174.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $650,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Cathodic Protection

Find on map >>   Show street view

Structure Number: 20A403,  Location: 0.48 MI E OF US 119 (Lat: 38.357550,  Lng: -81.643800),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 12.90m (42.32ft),  Average Daily Traffic: 5,700 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 8,892 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHAS CITY PARKING LOTS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.278,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.90m (42.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,100,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Cathodic Protection

Find on map >>   Show street view

Structure Number: 20A404,  Location: 0.52 MI E OF US 119 (Lat: 38.358019,  Lng: -81.643581),  Route carried "on" structure: Ramp Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 11.62m (38.12ft),  Average Daily Traffic: 6,078 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,482 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CITY PARKING LOT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.342,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.62m (38.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $850,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Cathodic Protection

Find on map >>   Show street view

Structure Number: 20A405,  Location: 0.36 MI E OF US 60 (Lat: 38.360089,  Lng: -81.632739),  Route carried "on" structure: Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 47.55m (156.00ft),  Average Daily Traffic: 42,345 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 74,104 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: I-64 WB, US119 S, N&S RR
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 94.324,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 10,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2019,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A406,  Location: 0.46 MILES EAST OF US 60 (Lat: 38.359519,  Lng: -81.633169),  Route carried "on" structure: Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 24.88m (81.63ft),  Average Daily Traffic: 42,345 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 74,104 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: US119 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.485,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A407,  Location: 0.36 MI E OF US 60 (Lat: 38.360231,  Lng: -81.633011),  Route carried "on" structure: Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 44.62m (146.39ft),  Average Daily Traffic: 42,345 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 74,104 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: I-64 WB, US119 S, N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.324,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 9,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Other Special Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A408,  Location: 0.46 MILES EAST OF US 60 (Lat: 38.359500,  Lng: -81.632431),  Route carried "on" structure: Interstate 64,  Year Built: 1975,  Status: Open,  Structure Length: 28.25m (92.68ft),  Average Daily Traffic: 42,345 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 74,104 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: I-64W,I-64E,US119N,I-77N
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 94.501,  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: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 49.2m (161.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 29.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Other Special Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A409,  Location: 1.16 MI N OF WV 114 (Lat: 38.353450,  Lng: -81.628500),  Route carried "on" structure: Interstate 77,  Year Built: 1975,  Status: Open,  Structure Length: 43.50m (142.72ft),  Average Daily Traffic: 40,862 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 71,508 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: PIEDMONT RD & SMITH ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 161.385,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A41,  Location: 1.14 MI N OF WV 114 (Lat: 38.353219,  Lng: -81.628331),  Route carried "on" structure: Interstate 77,  Year Built: 1975,  Status: Open,  Structure Length: 49.83m (163.48ft),  Average Daily Traffic: 40,862 (year 2014),  Truck Traffic: 17%,  Average Future Daily Traffic: 71,508 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: PIEDMONT RD & SMITH ST
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 161.353,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 14,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Other Special Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A411,  Location: 1.14 MI N OF WV 114 (Lat: 38.352231,  Lng: -81.626669),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1975,  Status: Open,  Structure Length: 16.37m (53.71ft),  Average Daily Traffic: 12,662 (year 2016),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,928 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: PIEDMONT L SULLIVAN KNWA,  Facility Carried by Structure: I-77 RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.369,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A412,  Location: 1.04 MI N OF WV 114 (Lat: 38.352181,  Lng: -81.625731),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1975,  Status: Open,  Structure Length: 41.15m (135.01ft),  Average Daily Traffic: 6,733 (year 2016),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,406 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I77 RAMP G PIEDMONT SMIT,  Facility Carried by Structure: I-77 RAMP F
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 161.192,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 11,  Length of Maximum Span: 47.7m (156.5ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A413,  Location: 1.52 MI E OF US 60 (Lat: 38.351950,  Lng: -81.623511),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1975,  Status: Open,  Structure Length: 16.04m (52.62ft),  Average Daily Traffic: 4,796 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 5,276 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: I-77, PIEDMONT RD,  Facility Carried by Structure: BROOK ST I-77 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.128,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 53.0m (173.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A414,  Location: 1.57 MI E OF US 60 (Lat: 38.350619,  Lng: -81.624481),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1975,  Status: Open,  Structure Length: 25.13m (82.45ft),  Average Daily Traffic: 8,869 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 9,756 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: BROOKS & SMITH ST & KNWA,  Facility Carried by Structure: BROOKS ST RAMP GH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.047,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A415,  Location: 0.86 MI N OF WV 114 (Lat: 38.351319,  Lng: -81.622839),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1975,  Status: Open,  Structure Length: 14.32m (46.98ft),  Average Daily Traffic: 4,073 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,480 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: PIEDMONT ROAD,  Facility Carried by Structure: I-77 RAMP H SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.902,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Roadway Improvement Cost: $10,000,  Total Project Cost: $10,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A416,  Location: 0.35 MI N OF WV 114 (Lat: 38.346400,  Lng: -81.615189),  Route carried "on" structure: Interstate 77,  Year Built: 1975,  Status: Open,  Structure Length: 3.77m (12.37ft),  Average Daily Traffic: 71,400 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 111,384 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STADIUM PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.065,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.8m (114.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.77m (12.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $850,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20A418,  Location: 2.55 MI N OF US 60 (Lat: 38.341569,  Lng: -81.611831),  Route carried "on" structure: Interstate 77,  Year Built: 1974,  Status: Open,  Structure Length: 37.59m (123.33ft),  Average Daily Traffic: 35,700 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 55,692 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WV 114 GREENBRIER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 159.341,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.59m (123.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20A419,  Location: 0.77 MI. S. OF WV 114 (Lat: 38.334689,  Lng: -81.598000),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1976,  Status: Open,  Structure Length: 14.55m (47.74ft),  Average Daily Traffic: 15,155 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,490 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: NSRR,CR64/4,CR60/76,RMPC,  Facility Carried by Structure: I-77 R TO CR 60/63
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.279,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 25.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.55m (47.74ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $464,000,  Total Project Cost: $464,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

Find on map >>   Show street view

Structure Number: 20A42,  Location: 1.64 MI N OF US 60 (Lat: 38.334969,  Lng: -81.596100),  Route carried "on" structure: Interstate 77,  Year Built: 1976,  Status: Open,  Structure Length: 11.14m (36.55ft),  Average Daily Traffic: 23,850 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 29,097 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WERTZ AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.877,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.14m (36.55ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $950,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,050,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20A421,  Location: 1.67 MI N OF US 60 (Lat: 38.334889,  Lng: -81.596311),  Route carried "on" structure: Interstate 77,  Year Built: 1976,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 23,850 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 37,206 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WERTZ AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.925,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: 21.6m (70.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.38m (17.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

Find on map >>   Show street view

Structure Number: 20A422,  Location: 1.53 MI N OF US 60 (Lat: 38.332981,  Lng: -81.586911),  Route carried "on" structure: Interstate 77,  Year Built: 1975,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 47,700 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 74,412 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CR 60/28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.120,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.2m (66.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 2.18m (7.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $250,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A424,  Location: 1.35 MI N of US 60 (T) (Lat: 38.329931,  Lng: -81.580339),  Route carried "on" structure: Interstate 77,  Year Built: 1975,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 58,600 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 71,492 (year 2038),  Design Load: HS 20,  Features Intersected: US 60
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 156.396,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  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: 37.2m (122.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.81m (48.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Critical Feature Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $1,150,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A428,  Location: 0.43 MILES EAST OF US 60 (Lat: 38.360419,  Lng: -81.632769),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1975,  Status: Open,  Structure Length: 12.90m (42.32ft),  Average Daily Traffic: 4,500 (year 2013),  Truck Traffic: 17%,  Average Future Daily Traffic: 7,875 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: CHARLESTON MAINT. LOT,  Facility Carried by Structure: I-77S RAMP WR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.560,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Critical Feature Inspection Date: December 2019,  Other Special Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A429,  Location: 1.43 MI N OF WV 114 (Lat: 38.354300,  Lng: -81.630611),  Route carried "on" structure: Ramp Interstate 7700,  Year Built: 1975,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 4,387 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 4,826 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: NO FEATURE UNDER ROUTE,  Facility Carried by Structure: I-77 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.803,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Total Project Cost: $130,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 20A43,  Location: 1.42 MILES NORTH OF WV114 (Lat: 38.359331,  Lng: -81.631200),  Route carried "on" structure: Interstate 77,  Year Built: 1975,  Status: Open,  Structure Length: 65.27m (214.14ft),  Average Daily Traffic: 34,484 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 71,509 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ELK R,CRT ST,US119,MKT D
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 162.158,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 64.9m (212.9ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 18,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 29.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: August 2017,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 20A431,  Location: 1.45 MILES NORTH OF WV114 (Lat: 38.359719,  Lng: -81.631611),  Route carried "on" structure: Interstate 77,  Year Built: 1975,  Status: Open,  Structure Length: 72.13m (236.65ft),  Average Daily Traffic: 33,798 (year 2019),  Truck Traffic: 30%,  Average Future Daily Traffic: 69,125 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: US119,I-64E&W,ELK R, CRT
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 162.495,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 64.9m (212.9ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 17,  Length of Maximum Span: 75.6m (248.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: August 2017,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete