Bridge Statistics for Apple Mountain Lake, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 240ft / 73.2mTotal length
- $251,000Total costs
- 161,107Total average daily traffic
- 19,401Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Apple Mountain Lake
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 171970-1979
- Bridge Condition - Deck
- 30.0%Good
- 70.0%Satisfactory
- Bridge Condition - Superstructure
- 10.0%Good
- 40.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Substructure
- 20.0%Good
- 60.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 60.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- 10.0%Fair
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Structure Number: 18723, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915411, Lng: -78.099547), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 17,289 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 24,205 (year 2040), Design Load: HS 20+Mod, Features Intersected: Apple Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.351, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18723, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915411, Lng: -78.099547), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 17,289 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 24,205 (year 2040), Design Load: HS 20+Mod, Features Intersected: Apple Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.351, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18725, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915814, Lng: -78.099433), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: Apple Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.625, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18725, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915814, Lng: -78.099433), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 4.49m (14.73ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: Apple Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.625, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18727, Location: 4.49 TO 340 - 2.02 TO 79 (Lat: 38.927708, Lng: -78.129519), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.375, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18727, Location: 4.49 TO 340 - 2.02 TO 79 (Lat: 38.927708, Lng: -78.129519), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.375, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18728, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.922922, Lng: -78.128119), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 14,342 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,079 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.648, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18728, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.922922, Lng: -78.128119), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 14,342 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,079 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.648, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1873, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.923211, Lng: -78.127956), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.922, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 69.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1873, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.923211, Lng: -78.127956), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.922, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 69.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18732, Location: 5.18 TO 340 - 1.33 TO 79 (Lat: 38.919617, Lng: -78.123561), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 14,342 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,079 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18732, Location: 5.18 TO 340 - 1.33 TO 79 (Lat: 38.919617, Lng: -78.123561), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 14,342 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,079 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.211, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18734, Location: 5.26 TO 340 - 1.27 TO 79 (Lat: 38.920147, Lng: -78.123928), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.437, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18734, Location: 5.26 TO 340 - 1.27 TO 79 (Lat: 38.920147, Lng: -78.123928), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 14,417 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,184 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN & RTE. 647
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.437, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18736, Location: 4.53 TO 340 - 1.98 TO 79 (Lat: 38.927267, Lng: -78.129864), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 14,342 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,079 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18736, Location: 4.53 TO 340 - 1.98 TO 79 (Lat: 38.927267, Lng: -78.129864), Route carried "on" structure: Interstate 66, Year Built: 1979, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 14,342 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 20,079 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18741, Location: 0.03 TO 55-0.23 END MAINT (Lat: 38.913747, Lng: -78.099642), Route carried "on" structure: State highway 79, Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 12,491 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,487 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: APPLE MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 18741, Location: 0.03 TO 55-0.23 END MAINT (Lat: 38.913747, Lng: -78.099642), Route carried "on" structure: State highway 79, Year Built: 1979, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 12,491 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,487 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: APPLE MOUNTAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 18813, Location: 0.20 TO 55 - 0.70 TO 651 (Lat: 38.914758, Lng: -78.103022), Route carried "on" structure: County highway 647, Year Built: 1932, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,678 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,959 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: DISMAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
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: 87.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $251,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18813, Location: 0.20 TO 55 - 0.70 TO 651 (Lat: 38.914758, Lng: -78.103022), Route carried "on" structure: County highway 647, Year Built: 1932, Year Reconstructed: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,678 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,959 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: DISMAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
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: 87.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $50,000, Total Project Cost: $251,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18814, Location: 0.60 TO 624 - 0.85 TO 603 (Lat: 38.926408, Lng: -78.130347), Route carried "on" structure: County highway 647, Year Built: 1974, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,229 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,452 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: DISMAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 18814, Location: 0.60 TO 624 - 0.85 TO 603 (Lat: 38.926408, Lng: -78.130347), Route carried "on" structure: County highway 647, Year Built: 1974, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,229 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 2,452 (year 2040), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: DISMAL HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 18825, Location: 0.03 TO END - 0.02 TO 647 (Lat: 38.917492, Lng: -78.116053), Route carried "on" structure: County highway 651, Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 92 (year 1999), Average Future Daily Traffic: 300 (year 2029), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: GORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 18825, Location: 0.03 TO END - 0.02 TO 647 (Lat: 38.917492, Lng: -78.116053), Route carried "on" structure: County highway 651, Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 92 (year 1999), Average Future Daily Traffic: 300 (year 2029), Design Load: HS 20+Mod, Features Intersected: MANASSAS RUN, Facility Carried by Structure: GORE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 18723, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915411, Lng: -78.099547), Route carried "under" structure: State highway 79, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 9,386 (year 2018), Truck Traffic: 3%, Features Intersected: Apple Mountain Road, Facility Carried by Structure: ROUTE 66 EBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 18723, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915411, Lng: -78.099547), Route carried "under" structure: State highway 79, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 9,386 (year 2018), Truck Traffic: 3%, Features Intersected: Apple Mountain Road, Facility Carried by Structure: ROUTE 66 EBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 18725, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915814, Lng: -78.099433), Route carried "under" structure: State highway 79, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 5,847 (year 2008), Truck Traffic: 2%, Features Intersected: Apple Mountain Road, Facility Carried by Structure: ROUTE 66 WBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 18725, Location: 6.19 TO 340 - 1.38 TO FAU (Lat: 38.915814, Lng: -78.099433), Route carried "under" structure: State highway 79, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 5,847 (year 2008), Truck Traffic: 2%, Features Intersected: Apple Mountain Road, Facility Carried by Structure: ROUTE 66 WBL
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.290, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 18728, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.922922, Lng: -78.128119), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,678 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 EBL
Minimum Vertical Clearance: 9.50m (31.17ft), Kilometerpoint: 2.381, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 18728, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.922922, Lng: -78.128119), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,678 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 EBL
Minimum Vertical Clearance: 9.50m (31.17ft), Kilometerpoint: 2.381, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 1873, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.923211, Lng: -78.127956), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,367 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 WBL
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 2.944, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 1873, Location: 4.83 TO 340 - 1.68 TO 79 (Lat: 38.923211, Lng: -78.127956), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,367 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 WBL
Minimum Vertical Clearance: 7.29m (23.92ft), Kilometerpoint: 2.944, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 18732, Location: 5.18 TO 340 - 1.33 TO 79 (Lat: 38.919617, Lng: -78.123561), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,678 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 EBL
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 1.963, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 18732, Location: 5.18 TO 340 - 1.33 TO 79 (Lat: 38.919617, Lng: -78.123561), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,678 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 EBL
Minimum Vertical Clearance: 6.48m (21.26ft), Kilometerpoint: 1.963, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 18734, Location: 5.26 TO 340 - 1.27 TO 79 (Lat: 38.920147, Lng: -78.123928), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,678 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 WBL
Minimum Vertical Clearance: 9.17m (30.09ft), Kilometerpoint: 2.011, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 18734, Location: 5.26 TO 340 - 1.27 TO 79 (Lat: 38.920147, Lng: -78.123928), Route carried "under" structure: County highway 647, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 2,678 (year 2008), Features Intersected: MANASSAS RUN & RTE. 647, Facility Carried by Structure: ROUTE 66 WBL
Minimum Vertical Clearance: 9.17m (30.09ft), Kilometerpoint: 2.011, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)