Bridge Statistics for Woodlawn, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 210ft / 64.3mTotal length
- $12,717,000Total costs
- 174,675Total average daily traffic
- 21,292Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Woodlawn
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 21940-1949
- 11950-1959
- 21960-1969
- 111970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 13.3%Very good
- 46.7%Good
- 33.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 6.7%Very good
- 40.0%Good
- 53.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 33.3%Very good
- 40.0%Good
- 26.7%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
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Structure Number: 4557, Location: 0.22-Rte759; 0.42-Rte707 (Lat: 36.739906, Lng: -80.784689), Route carried "on" structure: US 58, Year Built: 1960, Year Reconstructed: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,385 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,610 (year 2040), Design Load: HS 20, Features Intersected: Br. Little Reed Isl. Cr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 322.099, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,098,000 ( Estimate for 2017)
Structure Number: 4557, Location: 0.22-Rte759; 0.42-Rte707 (Lat: 36.739906, Lng: -80.784689), Route carried "on" structure: US 58, Year Built: 1960, Year Reconstructed: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,385 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,610 (year 2040), Design Load: HS 20, Features Intersected: Br. Little Reed Isl. Cr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 322.099, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Good, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $372,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,098,000 ( Estimate for 2017)
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Structure Number: 456, Location: 0.30 RT 887, 0.10 -Rt 822 (Lat: 36.713719, Lng: -80.833528), Route carried "on" structure: US 58, Year Built: 1985, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,979 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,772 (year 2040), Design Load: HS 20+Mod, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 316.518, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 456, Location: 0.30 RT 887, 0.10 -Rt 822 (Lat: 36.713719, Lng: -80.833528), Route carried "on" structure: US 58, Year Built: 1985, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 6,979 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 9,772 (year 2040), Design Load: HS 20+Mod, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 316.518, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4629, Location: 0.85-Rte707; 0.90-Rte948 (Lat: 36.737153, Lng: -80.831014), Route carried "on" structure: County highway 620, Year Built: 1948, Status: Posted for load, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 1,755 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,457 (year 2040), Design Load: H 15, Features Intersected: Glade Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $120,000, Total Project Cost: $2,360,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4629, Location: 0.85-Rte707; 0.90-Rte948 (Lat: 36.737153, Lng: -80.831014), Route carried "on" structure: County highway 620, Year Built: 1948, Status: Posted for load, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 1,755 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,457 (year 2040), Design Load: H 15, Features Intersected: Glade Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.110, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $120,000, Total Project Cost: $2,360,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4632, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782931, Lng: -80.830806), Route carried "on" structure: County highway 620, Year Built: 1977, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte I -77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.865, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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
Structure Number: 4632, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782931, Lng: -80.830806), Route carried "on" structure: County highway 620, Year Built: 1977, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte I -77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.865, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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
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Structure Number: 4634, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782744, Lng: -80.830708), Route carried "on" structure: County highway 620, Year Built: 1977, Status: Open, Structure Length: 9.90m (32.48ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte I -77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.863, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4634, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782744, Lng: -80.830708), Route carried "on" structure: County highway 620, Year Built: 1977, Status: Open, Structure Length: 9.90m (32.48ft), Average Daily Traffic: 1,043 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,460 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte I -77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.863, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 76.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4687, Location: 0.50-Rte700; 1.20-Rte701 (Lat: 36.656000, Lng: -80.780800), Route carried "on" structure: County highway 683, Year Built: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 47 (year 2020), Average Future Daily Traffic: 66 (year 2040), Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.731, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4687, Location: 0.50-Rte700; 1.20-Rte701 (Lat: 36.656000, Lng: -80.780800), Route carried "on" structure: County highway 683, Year Built: 1968, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 47 (year 2020), Average Future Daily Traffic: 66 (year 2040), Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.731, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4688, Location: 0.05-Rte939; 0.75-Rte620 (Lat: 36.649203, Lng: -80.801597), Route carried "on" structure: County highway 683, Year Built: 1973, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 265 (year 2020), Average Future Daily Traffic: 371 (year 2040), Design Load: HS 20, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 4688, Location: 0.05-Rte939; 0.75-Rte620 (Lat: 36.649203, Lng: -80.801597), Route carried "on" structure: County highway 683, Year Built: 1973, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 265 (year 2020), Average Future Daily Traffic: 371 (year 2040), Design Load: HS 20, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Satisfactory, Culverts: Very 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: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 4715, Location: 0.17-RT 743; 0.16-RT 744 (Lat: 36.768528, Lng: -80.804581), Route carried "on" structure: County highway 705, Year Built: 1977, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 666 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 695 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte. I-77 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4715, Location: 0.17-RT 743; 0.16-RT 744 (Lat: 36.768528, Lng: -80.804581), Route carried "on" structure: County highway 705, Year Built: 1977, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 666 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 695 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte. I-77 SBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.214, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4717, Location: 0.22-Rt 743; 0.11-Rt 744 (Lat: 36.769256, Lng: -80.804525), Route carried "on" structure: County highway 705, Year Built: 1977, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 666 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 695 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte I-77 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.294, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4717, Location: 0.22-Rt 743; 0.11-Rt 744 (Lat: 36.769256, Lng: -80.804525), Route carried "on" structure: County highway 705, Year Built: 1977, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 666 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 695 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte I-77 NBL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.294, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4719, Location: 0.55-Rte733; 1.05-Rte635 (Lat: 36.737017, Lng: -80.877978), Route carried "on" structure: County highway 707, Year Built: 1932, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 396 (year 2013), Average Future Daily Traffic: 610 (year 2040), Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,499,000, Roadway Improvement Cost: $525,000, Total Project Cost: $4,872,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4719, Location: 0.55-Rte733; 1.05-Rte635 (Lat: 36.737017, Lng: -80.877978), Route carried "on" structure: County highway 707, Year Built: 1932, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 396 (year 2013), Average Future Daily Traffic: 610 (year 2040), Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,499,000, Roadway Improvement Cost: $525,000, Total Project Cost: $4,872,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4722, Location: 0.50-Rte916; 2.30-Rte789 (Lat: 36.683169, Lng: -80.787942), Route carried "on" structure: County highway 711, Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 40 (year 2040), Design Load: HL 93, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $57,000, Total Project Cost: $1,124,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 4722, Location: 0.50-Rte916; 2.30-Rte789 (Lat: 36.683169, Lng: -80.787942), Route carried "on" structure: County highway 711, Year Built: 1932, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 36 (year 2020), Average Future Daily Traffic: 40 (year 2040), Design Load: HL 93, Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $57,000, Total Project Cost: $1,124,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 4723, Location: 1.25-Rte701; 0.55-Rte701 (Lat: 36.667914, Lng: -80.778800), Route carried "on" structure: County highway 711, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 62 (year 2020), Average Future Daily Traffic: 87 (year 2040), Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.769, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4723, Location: 1.25-Rte701; 0.55-Rte701 (Lat: 36.667914, Lng: -80.778800), Route carried "on" structure: County highway 711, Year Built: 1950, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 62 (year 2020), Average Future Daily Traffic: 87 (year 2040), Features Intersected: Crooked Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.769, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4725, Location: 0.80-Rte712; 0.50-Rte683 (Lat: 36.659872, Lng: -80.827683), Route carried "on" structure: County highway 713, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 748 (year 2040), Design Load: HS 20+Mod, Features Intersected: Elkhorn Creek #4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4725, Location: 0.80-Rte712; 0.50-Rte683 (Lat: 36.659872, Lng: -80.827683), Route carried "on" structure: County highway 713, Year Built: 1995, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 748 (year 2040), Design Load: HS 20+Mod, Features Intersected: Elkhorn Creek #4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.847, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4744, Location: 0.75-Rte635; 2.25-Rte735 (Lat: 36.769942, Lng: -80.902108), Route carried "on" structure: County highway 733, Year Built: 1932, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 97 (year 2019), Average Future Daily Traffic: 104 (year 2040), Features Intersected: Staunton Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.636, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,042,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber
Structure Number: 4744, Location: 0.75-Rte635; 2.25-Rte735 (Lat: 36.769942, Lng: -80.902108), Route carried "on" structure: County highway 733, Year Built: 1932, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 97 (year 2019), Average Future Daily Traffic: 104 (year 2040), Features Intersected: Staunton Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.636, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,042,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber
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Structure Number: 4745, Location: 0.09 Rte745S; .07 Rte745N (Lat: 36.799311, Lng: -80.845886), Route carried "on" structure: County highway 740, Year Built: 1977, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte. I-77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.554, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4745, Location: 0.09 Rte745S; .07 Rte745N (Lat: 36.799311, Lng: -80.845886), Route carried "on" structure: County highway 740, Year Built: 1977, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 405 (year 2040), Design Load: HS 20+Mod, Features Intersected: Rte. I-77
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.554, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4778, Location: 0.60 RT 917; 0.10 RT 58 (Lat: 36.731383, Lng: -80.808367), Route carried "on" structure: County highway 872, Year Built: 1925, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 345 (year 2020), Average Future Daily Traffic: 380 (year 2040), Design Load: H 15, Features Intersected: Glade Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,368,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4778, Location: 0.60 RT 917; 0.10 RT 58 (Lat: 36.731383, Lng: -80.808367), Route carried "on" structure: County highway 872, Year Built: 1925, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 345 (year 2020), Average Future Daily Traffic: 380 (year 2040), Design Load: H 15, Features Intersected: Glade Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,368,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4783, Location: 0.45-Rte722; 0.75-Rte933 (Lat: 36.706297, Lng: -80.854833), Route carried "on" structure: County highway 887, Year Built: 1941, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,306 (year 2040), Design Load: H 15, Features Intersected: Big Cranberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4783, Location: 0.45-Rte722; 0.75-Rte933 (Lat: 36.706297, Lng: -80.854833), Route carried "on" structure: County highway 887, Year Built: 1941, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,306 (year 2040), Design Load: H 15, Features Intersected: Big Cranberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.028, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $13,000, Total Project Cost: $199,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24445, Location: 1.80 RT 887; 0.75 RT 805 (Lat: 36.716300, Lng: -80.860100), Route carried "on" structure: County highway 722, Year Built: 1995, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 87 (year 2040), Design Load: HS 20+Mod, Features Intersected: Cranberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $654,000
Structure Number: 24445, Location: 1.80 RT 887; 0.75 RT 805 (Lat: 36.716300, Lng: -80.860100), Route carried "on" structure: County highway 722, Year Built: 1995, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 79 (year 2020), Average Future Daily Traffic: 87 (year 2040), Design Load: HS 20+Mod, Features Intersected: Cranberry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.882, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $654,000
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Structure Number: 26565, Location: 0.25-Rte712; 1.05-Rte683 (Lat: 36.665642, Lng: -80.831817), Route carried "on" structure: County highway 713, Year Built: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 748 (year 2040), Design Load: HS 20+Mod, Features Intersected: Elkhorn Creek #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 26565, Location: 0.25-Rte712; 1.05-Rte683 (Lat: 36.665642, Lng: -80.831817), Route carried "on" structure: County highway 713, Year Built: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 534 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 748 (year 2040), Design Load: HS 20+Mod, Features Intersected: Elkhorn Creek #1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 30307, Location: 0.45-RT 620N;0.95-RT 620S (Lat: 36.706389, Lng: -80.825556), Route carried "on" structure: County highway 802, Year Built: 2013, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 61 (year 2020), Average Future Daily Traffic: 85 (year 2040), Features Intersected: CROOKED CREEK, Facility Carried by Structure: WATERBERRY ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.1m (3.6ft)
Condition: Channel: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 30307, Location: 0.45-RT 620N;0.95-RT 620S (Lat: 36.706389, Lng: -80.825556), Route carried "on" structure: County highway 802, Year Built: 2013, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 61 (year 2020), Average Future Daily Traffic: 85 (year 2040), Features Intersected: CROOKED CREEK, Facility Carried by Structure: WATERBERRY ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.1m (3.6ft)
Condition: Channel: Very good, 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 4632, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782931, Lng: -80.830806), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2014), Truck Traffic: 28%, Features Intersected: Rte I -77, Facility Carried by Structure: SBL ColsonChRd/620
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 31.022, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 4632, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782931, Lng: -80.830806), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2014), Truck Traffic: 28%, Features Intersected: Rte I -77, Facility Carried by Structure: SBL ColsonChRd/620
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 31.022, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: 4634, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782744, Lng: -80.830708), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2014), Features Intersected: Rte I -77, Facility Carried by Structure: NBLCoulsonCh/Rd620
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 30.989, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 29.7m (97.4ft)
Structure Number: 4634, Location: 0.38-Rte743; 0.82-Rte932 (Lat: 36.782744, Lng: -80.830708), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 42,000 (year 2014), Features Intersected: Rte I -77, Facility Carried by Structure: NBLCoulsonCh/Rd620
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 30.989, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 29.7m (97.4ft)
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Structure Number: 4715, Location: 0.17-RT 743; 0.16-RT 744 (Lat: 36.768528, Lng: -80.804581), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 7,158 (year 1994), Features Intersected: Rte. I-77 SBL, Facility Carried by Structure: Coon Ridge Rd./705
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 28.222, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 4715, Location: 0.17-RT 743; 0.16-RT 744 (Lat: 36.768528, Lng: -80.804581), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 7,158 (year 1994), Features Intersected: Rte. I-77 SBL, Facility Carried by Structure: Coon Ridge Rd./705
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 28.222, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 4717, Location: 0.22-Rt 743; 0.11-Rt 744 (Lat: 36.769256, Lng: -80.804525), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2014), Truck Traffic: 28%, Features Intersected: Rte I-77 NBL, Facility Carried by Structure: Coon Ridge Rd. 705
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 28.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 4717, Location: 0.22-Rt 743; 0.11-Rt 744 (Lat: 36.769256, Lng: -80.804525), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2014), Truck Traffic: 28%, Features Intersected: Rte I-77 NBL, Facility Carried by Structure: Coon Ridge Rd. 705
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 28.270, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Frame, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 4745, Location: 0.09 Rte745S; .07 Rte745N (Lat: 36.799311, Lng: -80.845886), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 35,946 (year 2008), Truck Traffic: 9%, Features Intersected: Rte. I-77, Facility Carried by Structure: Rescue Rd./740
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 33.258, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 4745, Location: 0.09 Rte745S; .07 Rte745N (Lat: 36.799311, Lng: -80.845886), Route carried "under" structure: Interstate 77, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 35,946 (year 2008), Truck Traffic: 9%, Features Intersected: Rte. I-77, Facility Carried by Structure: Rescue Rd./740
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 33.258, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)