Bridge Statistics for Iron Gate, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 312ft / 94.6mTotal length
- $31,135,000Total costs
- 35,116Total average daily traffic
- 5,572Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Iron Gate
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11960-1969
- 111970-1979
- 21990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 58.3%Good
- 25.0%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 41.7%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 58.3%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 12.5%Excellent
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
Find on map >> Show street view
Structure Number: 1015, Location: 1.44 RT 60W - 6.27 RT 269 (Lat: 37.831344, Lng: -79.762150), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 3,675 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 5,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.466, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.9 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1015, Location: 1.44 RT 60W - 6.27 RT 269 (Lat: 37.831344, Lng: -79.762150), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 3,675 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 5,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 42
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.466, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.9 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1019, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.817706, Lng: -79.741861), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,675 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 5,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 635
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.911, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1019, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.817706, Lng: -79.741861), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,675 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 5,145 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 635
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.911, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 1021, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.818056, Lng: -79.741447), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,607 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 5,050 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 635
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.927, 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: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1021, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.818056, Lng: -79.741447), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 3,607 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 5,050 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 635
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.927, 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: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 1023, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830025, Lng: -79.771686), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 3.67m (12.04ft), 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: RTE 639
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.629, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $70,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1023, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830025, Lng: -79.771686), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 3.67m (12.04ft), 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: RTE 639
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.629, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $70,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1025, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830447, Lng: -79.771906), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 4.19m (13.75ft), 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: RTE 639
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.677, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1025, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830447, Lng: -79.771906), Route carried "on" structure: Interstate 64, Year Built: 1978, Status: Open, Structure Length: 4.19m (13.75ft), 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: RTE 639
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.677, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.4m (47.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, 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: 1048, Location: 0.55 RT 723 - 1.90 RT 722 (Lat: 37.795700, Lng: -79.727636), Route carried "on" structure: US 269, Year Built: 1930, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2040), Design Load: H 15, Features Intersected: SIMPSON CREEK, Facility Carried by Structure: LNGDALE FURNACE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.342, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $65,000, Total Project Cost: $525,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1048, Location: 0.55 RT 723 - 1.90 RT 722 (Lat: 37.795700, Lng: -79.727636), Route carried "on" structure: US 269, Year Built: 1930, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2040), Design Load: H 15, Features Intersected: SIMPSON CREEK, Facility Carried by Structure: LNGDALE FURNACE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.342, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $65,000, Total Project Cost: $525,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 1049, Location: 0.30 RT 633 - 0.55 RT 723 (Lat: 37.806625, Lng: -79.741192), Route carried "on" structure: US 269, Year Built: 1934, Year Reconstructed: 1979, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2040), Design Load: HS 20+Mod, Features Intersected: COWPASTURE RIVER, Facility Carried by Structure: LONGDALE FURNACE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $35,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1049, Location: 0.30 RT 633 - 0.55 RT 723 (Lat: 37.806625, Lng: -79.741192), Route carried "on" structure: US 269, Year Built: 1934, Year Reconstructed: 1979, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2040), Design Load: HS 20+Mod, Features Intersected: COWPASTURE RIVER, Facility Carried by Structure: LONGDALE FURNACE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $35,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 105, Location: 0.58 TO 42 & 0.75 TO 635 (Lat: 37.824425, Lng: -79.753228), Route carried "on" structure: US 269, Year Built: 1930, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2040), Design Load: H 15, Features Intersected: SHARVERS RUN, Facility Carried by Structure: LONGDALE FURNACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $2,000, Total Project Cost: $52,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 105, Location: 0.58 TO 42 & 0.75 TO 635 (Lat: 37.824425, Lng: -79.753228), Route carried "on" structure: US 269, Year Built: 1930, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 438 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 482 (year 2040), Design Load: H 15, Features Intersected: SHARVERS RUN, Facility Carried by Structure: LONGDALE FURNACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $2,000, Total Project Cost: $52,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 3393, Location: 0.0 Rte 633; 0.25 Rte 633 (Lat: 37.750964, Lng: -79.816081), Route carried "on" structure: County highway 622, Year Built: 1967, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 365 (year 2020), Average Future Daily Traffic: 402 (year 2040), Design Load: HS 20+Mod, Features Intersected: James River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.675, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,506,000, Roadway Improvement Cost: $1,227,000, Total Project Cost: $11,396,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 3393, Location: 0.0 Rte 633; 0.25 Rte 633 (Lat: 37.750964, Lng: -79.816081), Route carried "on" structure: County highway 622, Year Built: 1967, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 365 (year 2020), Average Future Daily Traffic: 402 (year 2040), Design Load: HS 20+Mod, Features Intersected: James River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.675, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,506,000, Roadway Improvement Cost: $1,227,000, Total Project Cost: $11,396,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 23453, Location: 1.30 ALG CO &10.38 Rt 43 (Lat: 37.773417, Lng: -79.782419), Route carried "on" structure: US 220, Year Built: 1992, Status: Open, Structure Length: 30.63m (100.49ft), Average Daily Traffic: 5,603 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,163 (year 2040), Design Load: HS 20+Mod, Features Intersected: James R; CSX RR & Rt 700
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.083, Lanes on structure: 2, Lanes under 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: 6, Number Of Approach Spans: 1, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 23453, Location: 1.30 ALG CO &10.38 Rt 43 (Lat: 37.773417, Lng: -79.782419), Route carried "on" structure: US 220, Year Built: 1992, Status: Open, Structure Length: 30.63m (100.49ft), Average Daily Traffic: 5,603 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 6,163 (year 2040), Design Load: HS 20+Mod, Features Intersected: James R; CSX RR & Rt 700
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.083, Lanes on structure: 2, Lanes under 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: 6, Number Of Approach Spans: 1, Length of Maximum Span: 82.3m (270.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 27499, Location: 1.2 RT 634 - 0.7 BOT CO (Lat: 37.791769, Lng: -79.759589), Route carried "on" structure: County highway 633, Year Built: 2013, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 269 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 296 (year 2040), Design Load: HS 20+Mod, Features Intersected: COWPASTURE RIVER, Facility Carried by Structure: MCKINNEY HOLLOW
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 27499, Location: 1.2 RT 634 - 0.7 BOT CO (Lat: 37.791769, Lng: -79.759589), Route carried "on" structure: County highway 633, Year Built: 2013, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 269 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 296 (year 2040), Design Load: HS 20+Mod, Features Intersected: COWPASTURE RIVER, Facility Carried by Structure: MCKINNEY HOLLOW
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.030, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Other
Find on map >> Show street view
Structure Number: 29267, Location: 0.05-Rte220; 0.20- Alg.Co (Lat: 37.788450, Lng: -79.781408), Route carried "on" structure: State highway 727, Year Built: 2009, Status: Open, Structure Length: 9.15m (30.02ft), Average Daily Traffic: 56 (year 2016), Average Future Daily Traffic: 68 (year 2040), Design Load: HS 20+Mod, Features Intersected: Jackson River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,669,000, Roadway Improvement Cost: $1,417,000, Total Project Cost: $18,425,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29267, Location: 0.05-Rte220; 0.20- Alg.Co (Lat: 37.788450, Lng: -79.781408), Route carried "on" structure: State highway 727, Year Built: 2009, Status: Open, Structure Length: 9.15m (30.02ft), Average Daily Traffic: 56 (year 2016), Average Future Daily Traffic: 68 (year 2040), Design Load: HS 20+Mod, Features Intersected: Jackson River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,669,000, Roadway Improvement Cost: $1,417,000, Total Project Cost: $18,425,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 30008, Location: .2-Rte696; .8-Rte 722N (Lat: 37.745333, Lng: -79.792250), Route carried "on" structure: US 220, Year Built: 2020, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 5,603 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,163 (year 2040), Design Load: HL 93, Features Intersected: Big Creek, Facility Carried by Structure: Botetourt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $19,000, Total Project Cost: $157,000 ( Estimate for 2020)
Structure Number: 30008, Location: .2-Rte696; .8-Rte 722N (Lat: 37.745333, Lng: -79.792250), Route carried "on" structure: US 220, Year Built: 2020, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 5,603 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,163 (year 2040), Design Load: HL 93, Features Intersected: Big Creek, Facility Carried by Structure: Botetourt Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Excellent, Culverts: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.69m (2.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $19,000, Total Project Cost: $157,000 ( Estimate for 2020)
Find on map >> Show street view
Structure Number: 1015, Location: 1.44 RT 60W - 6.27 RT 269 (Lat: 37.831344, Lng: -79.762150), Route carried "under" structure: State highway 42, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 554 (year 2000), Truck Traffic: 7%, Features Intersected: RTE 42, Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 245.501, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 1015, Location: 1.44 RT 60W - 6.27 RT 269 (Lat: 37.831344, Lng: -79.762150), Route carried "under" structure: State highway 42, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 554 (year 2000), Truck Traffic: 7%, Features Intersected: RTE 42, Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 245.501, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Find on map >> Show street view
Structure Number: 1017, Location: 1.44 TO 60 & 6.27 TO 269 (Lat: 37.831956, Lng: -79.761953), Route carried "under" structure: State highway 42, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 554 (year 2000), Truck Traffic: 7%, Features Intersected: RTE 42, Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 245.501, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 1017, Location: 1.44 TO 60 & 6.27 TO 269 (Lat: 37.831956, Lng: -79.761953), Route carried "under" structure: State highway 42, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 554 (year 2000), Truck Traffic: 7%, Features Intersected: RTE 42, Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 245.501, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Find on map >> Show street view
Structure Number: 1019, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.817706, Lng: -79.741861), Route carried "under" structure: County highway 635, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 410 (year 2005), Features Intersected: RTE 635, Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 1019, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.817706, Lng: -79.741861), Route carried "under" structure: County highway 635, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 410 (year 2005), Features Intersected: RTE 635, Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Find on map >> Show street view
Structure Number: 1021, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.818056, Lng: -79.741447), Route carried "under" structure: County highway 635, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 410 (year 2005), Features Intersected: RTE 635, Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: 1021, Location: 1.48 TO 42 & 4.89 TO 850 (Lat: 37.818056, Lng: -79.741447), Route carried "under" structure: County highway 635, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 410 (year 2005), Features Intersected: RTE 635, Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Find on map >> Show street view
Structure Number: 1023, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830025, Lng: -79.771686), Route carried "under" structure: County highway 639, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 67 (year 2005), Features Intersected: RTE 639, Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 1023, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830025, Lng: -79.771686), Route carried "under" structure: County highway 639, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 67 (year 2005), Features Intersected: RTE 639, Facility Carried by Structure: EBL ROUTE 0064
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Find on map >> Show street view
Structure Number: 1025, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830447, Lng: -79.771906), Route carried "under" structure: County highway 639, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 67 (year 2005), Features Intersected: RTE 639, Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 0.499, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.4m (47.2ft)
Structure Number: 1025, Location: 1.22 TO 60 & 0.53 TO 42 (Lat: 37.830447, Lng: -79.771906), Route carried "under" structure: County highway 639, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 67 (year 2005), Features Intersected: RTE 639, Facility Carried by Structure: WBL ROUTE 0064
Minimum Vertical Clearance: 6.20m (20.34ft), Kilometerpoint: 0.499, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.4m (47.2ft)
Find on map >> Show street view
Structure Number: 23453, Location: 1.30 ALG CO &10.38 Rt 43 (Lat: 37.773417, Lng: -79.782419), Route carried "under" structure: County highway 700, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 30 (year 2019), Features Intersected: James R; CSX RR & Rt 700, Facility Carried by Structure: Botetourt Rd. 220
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 82.3m (270.0ft)
Structure Number: 23453, Location: 1.30 ALG CO &10.38 Rt 43 (Lat: 37.773417, Lng: -79.782419), Route carried "under" structure: County highway 700, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 30 (year 2019), Features Intersected: James R; CSX RR & Rt 700, Facility Carried by Structure: Botetourt Rd. 220
Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 82.3m (270.0ft)