Bridge Statistics for Draper, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 128ft / 38.9mTotal length
- $35,320,000Total costs
- 233,080Total average daily traffic
- 41,514Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Draper
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 51950-1959
- 61960-1969
- 31970-1979
- Bridge Condition - Deck
- 11.1%Very good
- 22.2%Good
- 22.2%Satisfactory
- 44.4%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 44.4%Fair
- Bridge Condition - Substructure
- 11.1%Good
- 33.3%Satisfactory
- 55.6%Fair
- Bridge Condition - Channel
- 20.0%Very good
- 20.0%Good
- 60.0%Satisfactory
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Structure Number: 14443, Location: 2.55-WytheCo; 0.08-Rte100 (Lat: 36.991700, Lng: -80.793433), Route carried "on" structure: ServiceCounty highway F047, Year Built: 1924, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 561 (year 2017), Average Future Daily Traffic: 626 (year 2040), Design Load: H 15, Features Intersected: Pine Run, Facility Carried by Structure: Kirby Road / FO47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,045,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14443, Location: 2.55-WytheCo; 0.08-Rte100 (Lat: 36.991700, Lng: -80.793433), Route carried "on" structure: ServiceCounty highway F047, Year Built: 1924, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 561 (year 2017), Average Future Daily Traffic: 626 (year 2040), Design Load: H 15, Features Intersected: Pine Run, Facility Carried by Structure: Kirby Road / FO47
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $321,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,045,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1445, Location: 0.00-SERV/RD; 0.07-RT 748 (Lat: 37.007044, Lng: -80.751975), Route carried "on" structure: County highway F327, Year Built: 1959, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 910 (year 2008), Average Future Daily Traffic: 1,056 (year 2040), Design Load: HS 20, Features Intersected: RTES I 81 & 100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,378,000, Roadway Improvement Cost: $832,000, Total Project Cost: $7,730,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1445, Location: 0.00-SERV/RD; 0.07-RT 748 (Lat: 37.007044, Lng: -80.751975), Route carried "on" structure: County highway F327, Year Built: 1959, Status: Open, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 910 (year 2008), Average Future Daily Traffic: 1,056 (year 2040), Design Load: HS 20, Features Intersected: RTES I 81 & 100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), 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: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,378,000, Roadway Improvement Cost: $832,000, Total Project Cost: $7,730,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14464, Location: 2.63-WYTHE CO; 4.34-RT 99 (Lat: 36.993692, Lng: -80.793014), Route carried "on" structure: Interstate 81, Year Built: 1959, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 18,237 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 25,532 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 100 & 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.373, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,924,000, Roadway Improvement Cost: $2,666,000, Total Project Cost: $21,031,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14464, Location: 2.63-WYTHE CO; 4.34-RT 99 (Lat: 36.993692, Lng: -80.793014), Route carried "on" structure: Interstate 81, Year Built: 1959, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 18,237 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 25,532 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTES 100 & 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.373, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,924,000, Roadway Improvement Cost: $2,666,000, Total Project Cost: $21,031,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14466, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025761, Lng: -80.729556), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Temporarily open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 19,752 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 27,653 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT99/COUNT PULASKI DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 151.874, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,510,000, Roadway Improvement Cost: $3,379,000, Total Project Cost: $2,666,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14466, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025761, Lng: -80.729556), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Temporarily open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 19,752 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 27,653 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT99/COUNT PULASKI DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 151.874, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $7,510,000, Roadway Improvement Cost: $3,379,000, Total Project Cost: $2,666,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14468, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025925, Lng: -80.729742), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 18,726 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 26,216 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT99/COUNT PULASKI DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.807, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14468, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025925, Lng: -80.729742), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 18,726 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 26,216 (year 2040), Design Load: HS 20+Mod, Features Intersected: RT99/COUNT PULASKI DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.807, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14473, Location: 0.31-RT 99; 4.03-RT 100 (Lat: 37.030208, Lng: -80.728661), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 19,165 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 26,831 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRAIL S. P.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.257, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14473, Location: 0.31-RT 99; 4.03-RT 100 (Lat: 37.030208, Lng: -80.728661), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 19,165 (year 2020), Truck Traffic: 26%, Average Future Daily Traffic: 26,831 (year 2040), Design Load: HS 20+Mod, Features Intersected: NEW RIVER TRAIL S. P.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.257, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 14476, Location: 1.36-Rte11/100;2.96-Rte99 (Lat: 37.000897, Lng: -80.770364), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 36,916 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 48,966 (year 2040), Design Load: HS 20, Features Intersected: Sloan Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.063, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $245,000, Total Project Cost: $1,932,000 ( Estimate for 2021)
Structure Number: 14476, Location: 1.36-Rte11/100;2.96-Rte99 (Lat: 37.000897, Lng: -80.770364), Route carried "on" structure: Interstate 81, Year Built: 1960, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 36,916 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 48,966 (year 2040), Design Load: HS 20, Features Intersected: Sloan Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.063, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $544,000, Roadway Improvement Cost: $245,000, Total Project Cost: $1,932,000 ( Estimate for 2021)
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Structure Number: 14569, Location: 3.40-Rte738; 0.25-Rte674 (Lat: 36.976383, Lng: -80.796536), Route carried "on" structure: County highway 640, Year Built: 1977, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 234 (year 2020), Average Future Daily Traffic: 328 (year 2040), Design Load: HS 20+Mod, Features Intersected: North Fork Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $4,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 14569, Location: 3.40-Rte738; 0.25-Rte674 (Lat: 36.976383, Lng: -80.796536), Route carried "on" structure: County highway 640, Year Built: 1977, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 234 (year 2020), Average Future Daily Traffic: 328 (year 2040), Design Load: HS 20+Mod, Features Intersected: North Fork Peak Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $4,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 14584, Location: 0.00-Rte100; 0.47-Rte709 (Lat: 36.975750, Lng: -80.789733), Route carried "on" structure: County highway 654, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 87 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 102 (year 2040), Features Intersected: Pine Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $98,000, Total Project Cost: $912,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14584, Location: 0.00-Rte100; 0.47-Rte709 (Lat: 36.975750, Lng: -80.789733), Route carried "on" structure: County highway 654, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 87 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 102 (year 2040), Features Intersected: Pine Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.489, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $98,000, Total Project Cost: $912,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1459, Location: 0.70-Rte654; 0.50-Rte651 (Lat: 36.994297, Lng: -80.746197), Route carried "on" structure: County highway 658, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 503 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 553 (year 2040), Features Intersected: Sloan Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1459, Location: 0.70-Rte654; 0.50-Rte651 (Lat: 36.994297, Lng: -80.746197), Route carried "on" structure: County highway 658, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 503 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 553 (year 2040), Features Intersected: Sloan Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.792, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1445, Location: 0.00-SERV/RD; 0.07-RT 748 (Lat: 37.007044, Lng: -80.751975), Route carried "under" structure: Interstate 81, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2014), Truck Traffic: 26%, Features Intersected: RTES I 81 & 100, Facility Carried by Structure: ROUTE F327
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 8.190, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 1445, Location: 0.00-SERV/RD; 0.07-RT 748 (Lat: 37.007044, Lng: -80.751975), Route carried "under" structure: Interstate 81, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2014), Truck Traffic: 26%, Features Intersected: RTES I 81 & 100, Facility Carried by Structure: ROUTE F327
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 8.190, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
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Structure Number: 14462, Location: 2.63-WYTHE CO; 4.34-RT 99 (Lat: 36.993492, Lng: -80.793003), Route carried "under" structure: US 100, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,089 (year 2008), Truck Traffic: 2%, Features Intersected: RTES 100 & 11, Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 142.462, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.2m (56.4ft)
Structure Number: 14462, Location: 2.63-WYTHE CO; 4.34-RT 99 (Lat: 36.993492, Lng: -80.793003), Route carried "under" structure: US 100, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 2,089 (year 2008), Truck Traffic: 2%, Features Intersected: RTES 100 & 11, Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 142.462, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.2m (56.4ft)
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Structure Number: 14464, Location: 2.63-WYTHE CO; 4.34-RT 99 (Lat: 36.993692, Lng: -80.793014), Route carried "under" structure: US 100, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2014), Truck Traffic: 9%, Features Intersected: RTES 100 & 11, Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 142.462, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 14464, Location: 2.63-WYTHE CO; 4.34-RT 99 (Lat: 36.993692, Lng: -80.793014), Route carried "under" structure: US 100, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2014), Truck Traffic: 9%, Features Intersected: RTES 100 & 11, Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 142.462, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 14466, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025761, Lng: -80.729556), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2014), Truck Traffic: 3%, Features Intersected: RT99/COUNT PULASKI DR., Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 8.061, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 14466, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025761, Lng: -80.729556), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,600 (year 2014), Truck Traffic: 3%, Features Intersected: RT99/COUNT PULASKI DR., Facility Carried by Structure: NBL ROUTE 0081
Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 8.061, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 14468, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025925, Lng: -80.729742), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66,000 (year 2014), Truck Traffic: 3%, Features Intersected: RT99/COUNT PULASKI DR., Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 8.061, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.1m (72.5ft)
Structure Number: 14468, Location: 4.34-RT 11; 4.34-RT 100 (Lat: 37.025925, Lng: -80.729742), Route carried "under" structure: State highway 99, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 66,000 (year 2014), Truck Traffic: 3%, Features Intersected: RT99/COUNT PULASKI DR., Facility Carried by Structure: SBL ROUTE 0081
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 8.061, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.1m (72.5ft)