Bridge Statistics for Clifton Forge, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 935,  Location: 0.01 TO 671 & 0.39 TO 627 (Lat: 37.820964,  Lng: -79.798383),  Route carried "on" structure: US 60,  Year Built: 1942,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 5,665 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,461 (year 2040),  Design Load: HS 20,  Features Intersected: DRY RUN,  Facility Carried by Structure: GRAFTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $30,000 ( Estimate for 2014)

Find on map >>   Show street view

Structure Number: 982,  Location: 1.25 ECL CF - 1.75 RT 42 (Lat: 37.827014,  Lng: -79.793294),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 4,451 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,231 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 60 & 629
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.650,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 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 minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $72,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 984,  Location: 1.25 ECL CF - 1.75 RT 42 (Lat: 37.827200,  Lng: -79.793231),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 4,406 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,168 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 60 & ROUTE 629
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.698,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 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 minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $78,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 99,  Location: 0.22 RT 60 - 1.53 RT 42 (Lat: 37.826664,  Lng: -79.789506),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 3.95m (12.96ft),  Average Daily Traffic: 4,451 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,231 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.020,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $95,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 991,  Location: 0.22 RT 60 - 1.53 RT 42 (Lat: 37.826847,  Lng: -79.789475),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,406 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,168 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.068,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $96,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 992,  Location: 0.34 TO 60 & 0.64 TO WCL (Lat: 37.812683,  Lng: -79.846300),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 19.80m (64.96ft),  Average Daily Traffic: 5,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 7,886 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JACKSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.050,  Lanes on structure: 3,  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: 3,  Length of Maximum Span: 77.7m (254.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.81m (64.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 993,  Location: 0.34 TO 60 & 0.64 TO WCL (Lat: 37.812806,  Lng: -79.846472),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 19.80m (64.96ft),  Average Daily Traffic: 4,650 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 6,510 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JACKSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.083,  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: 3,  Length of Maximum Span: 77.7m (254.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.81m (64.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 1045,  Location: 0.90 TO 1706 & 0.35 TO 60 (Lat: 37.812994,  Lng: -79.799142),  Route carried "on" structure: US 220,  Year Built: 1987,  Status: Open,  Structure Length: 20.74m (68.04ft),  Average Daily Traffic: 5,545 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,467 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CSX & JACKSON RIVER,  Facility Carried by Structure: MARKET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.655,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1046,  Location: 1.00 TO 1706 & 0.25 TO 60 (Lat: 37.815478,  Lng: -79.799394),  Route carried "on" structure: US 220,  Year Built: 1987,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 5,545 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,467 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BUCKINGHAM BRANCH RWY,  Facility Carried by Structure: MARKET AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 176.945,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

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: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1092,  Location: 3.60 TO 703 & 2.00 TO 699 (Lat: 37.857928,  Lng: -79.865208),  Route carried "on" structure: County highway 606,  Year Built: 1932,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 196 (year 2020),  Average Future Daily Traffic: 274 (year 2040),  Design Load: HS 20,  Features Intersected: PINEY BRANCH,  Facility Carried by Structure: SULPHUR SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.471,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $30,000,  Total Project Cost: $30,000

Find on map >>   Show street view

Structure Number: 1148,  Location: 0.85 RT 670 - 0.05 RT 671 (Lat: 37.819119,  Lng: -79.797544),  Route carried "on" structure: County highway 632,  Year Built: 1932,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 55 (year 2040),  Features Intersected: WILSON CREEK,  Facility Carried by Structure: GOLF COURSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.803,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $215,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1176,  Location: 0.40 TO 632 & 0.10 TO 60 (Lat: 37.824647,  Lng: -79.792644),  Route carried "on" structure: County highway 670,  Year Built: 1984,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,113 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,232 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILSON CREEK,  Facility Carried by Structure: LONGDALE FURNACERD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State 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: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 2523,  Location: 12.73 TO 683& 1.07 TO ACL (Lat: 37.894311,  Lng: -79.801681),  Route carried "on" structure: County highway 629,  Year Built: 1932,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 392 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 549 (year 2040),  Design Load: HS 20,  Features Intersected: WILSON CREEK,  Facility Carried by Structure: DOUTHAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.246,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $40,000 ( Estimate for 2015)

Find on map >>   Show street view

Structure Number: 2524,  Location: 13.55 TO 683 & .25 TO ACL (Lat: 37.884042,  Lng: -79.806364),  Route carried "on" structure: County highway 629,  Year Built: 1932,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 392 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 549 (year 2040),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: DOUTHAT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.924,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $49,000 ( Estimate for 2014)

Find on map >>   Show street view

Structure Number: 10763,  Location: .23 FR 785- 2.40 TO 58ALT (Lat: 36.735117,  Lng: -82.999842),  Route carried "on" structure: US 421,  Year Built: 1934,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 4,579 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,037 (year 2040),  Design Load: H 15,  Features Intersected: POWELL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.529,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $452,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $848,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 20104,  Location: .1 JKSN ST & .3 TO N ACL (Lat: 37.829694,  Lng: -79.820222),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 550 (year 2018),  Average Future Daily Traffic: 550 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: ROUTE 64,  Facility Carried by Structure: JEFFERSON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $190,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 20107,  Location: 0010COMME-AV 0010JEFFER-A (Lat: 37.816978,  Lng: -79.824172),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,332 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,465 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMITH CREEK,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  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: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $15,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 20108,  Location: 0018VULCAN AV0002COMME AV (Lat: 37.827422,  Lng: -79.828583),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Closed,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 200 (year 1981),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SMITH CREEK,  Facility Carried by Structure: VENUS WAY EXT.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Poor,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $5,000

Find on map >>   Show street view

Structure Number: 20109,  Location: 0.0COMMERCE-0.1VULCAN AVE (Lat: 37.822119,  Lng: -79.825964),  Route carried "on" structure: City street ,  Year Built: 1928,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,200 (year 1981),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: SMITH CREEK,  Facility Carried by Structure: LOWELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 20111,  Location: 0038220 0102WCL CL F (Lat: 37.815911,  Lng: -79.825169),  Route carried "on" structure: US 60,  Year Built: 1967,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 2,918 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,087 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMITH CREEK,  Facility Carried by Structure: RIDGEWAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.730,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 20113,  Location: 0.47 WCL CF - 1.08 ECL CF (Lat: 37.825036,  Lng: -79.831886),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 5,750 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 7,788 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SIOUX AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.933,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $130,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 20121,  Location: .50 TO WCF & 1.06 TO ECF (Lat: 37.825764,  Lng: -79.831336),  Route carried "on" structure: Interstate 64,  Year Built: 1971,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,400 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 11,440 (year 2040),  Design Load: HS 20,  Features Intersected: EAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.981,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.52m (1.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $140,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $350,000 ( Estimate for 2014)

Find on map >>   Show street view

Structure Number: 24583,  Location: 0090NCL CLIF 002064 OVERP (Lat: 37.830639,  Lng: -79.828258),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 180 (year 1981),  Truck Traffic: 1%,  Average Future Daily Traffic: 200 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: SMITH CREEK,  Facility Carried by Structure: COMMERCIAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 27731,  Location: .01 commercial-.01Ridgewa (Lat: 37.815778,  Lng: -79.825139),  Route carried "on" structure: Business City street 60,  Year Built: 2012,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 2,918 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,087 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.752,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $15,000,000,  Roadway Improvement Cost: $15,000,000,  Total Project Cost: $31,000,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 29851,  Location: 0.01 to 629 & 0.00 END (Lat: 37.895181,  Lng: -79.825944),  Route carried "on" structure: State highway 629,  Year Built: 2011,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 66 (year 2015),  Average Future Daily Traffic: 74 (year 2040),  Design Load: HL 93,  Features Intersected: WILSON CREEK,  Facility Carried by Structure: WHISPERING PINE RD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.9 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 minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 80803000001017,  Location: OFF SR 606 (Lat: 37.851508,  Lng: -79.846392),  Route carried "on" structure: Federal lands road 587,  Year Built: 1986,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 50 (year 0000),  Average Future Daily Traffic: 75 (year 2042),  Features Intersected: SMITH CREEK,  Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.720,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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: September 2020

Find on map >>   Show street view

Structure Number: 80803000001037,  Location: INTER SR 606 AND FDR 125 (Lat: 37.858039,  Lng: -79.871911),  Route carried "on" structure: Federal lands road 125,  Year Built: 2010,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 150 (year 1998),  Average Future Daily Traffic: 225 (year 2042),  Features Intersected: PINEY BRANCH TRIBUTARY,  Facility Carried by Structure: FOREST HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.465,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

Find on map >>   Show street view

Structure Number: 936,  Location: 0.23 TO 627 & 0.17 TO 671 (Lat: 37.819239,  Lng: -79.800183),  Route carried "under" structure: US 220,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,331 (year 2008),  Truck Traffic: 2%,  Features Intersected: RTE 220,  Facility Carried by Structure: ROUTE 0060
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 218.406,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

Find on map >>   Show street view

Structure Number: 982,  Location: 1.25 ECL CF - 1.75 RT 42 (Lat: 37.827014,  Lng: -79.793294),  Route carried "under" structure: County highway 629,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 413 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 60 & 629,  Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 6.999,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 984,  Location: 1.25 ECL CF - 1.75 RT 42 (Lat: 37.827200,  Lng: -79.793231),  Route carried "under" structure: County highway 629,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 413 (year 2008),  Truck Traffic: 1%,  Features Intersected: ROUTE 60 & ROUTE 629,  Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 6.999,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

Find on map >>   Show street view

Structure Number: 20104,  Location: .1 JKSN ST & .3 TO N ACL (Lat: 37.829694,  Lng: -79.820222),  Route carried "under" structure: Interstate ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 24%,  Features Intersected: ROUTE 64,  Facility Carried by Structure: JEFFERSON AVE
Minimum Vertical Clearance: 9.81m (32.19ft),  Kilometerpoint: 40.611,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

Find on map >>   Show street view

Structure Number: 20113,  Location: 0.47 WCL CF - 1.08 ECL CF (Lat: 37.825036,  Lng: -79.831886),  Route carried "under" structure: City street 188,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 580 (year 1994),  Features Intersected: SIOUX AVENUE,  Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 20115,  Location: 0.47 WCL CF - 1.08 ECL CF (Lat: 37.825181,  Lng: -79.832036),  Route carried "under" structure: City street 188,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 580 (year 1994),  Features Intersected: SIOUX AVENUE,  Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 13.72m (45.01ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.8m (84.6ft)

Find on map >>   Show street view

Structure Number: 20117,  Location: 0.72 WCL CF - 0.83 ECL CF (Lat: 37.827733,  Lng: -79.829764),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 1994),  Features Intersected: COMMERCIAL AV & SMITH CK,  Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 22.86m (75.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.6m (241.5ft)

Find on map >>   Show street view

Structure Number: 20119,  Location: .72 TO WACL & .83 TO EACL (Lat: 37.827906,  Lng: -79.829886),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 1994),  Features Intersected: COMMERCIAL AV & SMITH CK,  Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 22.86m (75.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.4m (240.8ft)