Bridge Statistics for Warfield, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 144ft / 43.7mTotal length
- $25,280,000Total costs
- 87,001Total average daily traffic
- 7,500Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Warfield
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21940-1949
- 101960-1969
- 31970-1979
- 21980-1989
- 32000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 22000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.1%Excellent
- 28.6%Very good
- 35.7%Good
- 14.3%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 50.0%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 7.1%Very good
- 21.4%Good
- 57.1%Satisfactory
- 7.1%Fair
- 7.1%Poor
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Culverts
- 16.7%Excellent
- 16.7%Very good
- 66.7%Good
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Structure Number: 3548, Location: .17 FR 642 & .16 TO 642 (Lat: 36.881819, Lng: -77.831453), Route carried "on" structure: US 1, Year Built: 1929, Year Reconstructed: 2011, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,325 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,398 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK, Facility Carried by Structure: BOYDTON PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.216, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $360,000, Total Project Cost: $1,090,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3548, Location: .17 FR 642 & .16 TO 642 (Lat: 36.881819, Lng: -77.831453), Route carried "on" structure: US 1, Year Built: 1929, Year Reconstructed: 2011, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 1,325 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,398 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK, Facility Carried by Structure: BOYDTON PLANK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.216, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $360,000, Total Project Cost: $1,090,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 363, Location: 5.11 FR 1 & 1.24 TO 630 (Lat: 36.881067, Lng: -77.816822), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 10,048 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,067 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 363, Location: 5.11 FR 1 & 1.24 TO 630 (Lat: 36.881067, Lng: -77.816822), Route carried "on" structure: Interstate 85, Year Built: 1969, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 10,048 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 14,067 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 365, Location: .47 FR 682 & 1.1 TO 634 (Lat: 36.844300, Lng: -77.802608), Route carried "on" structure: County highway 606, Year Built: 1945, Year Reconstructed: 2011, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 387 (year 2013), Average Future Daily Traffic: 504 (year 2040), Features Intersected: LLOYD RUN, Facility Carried by Structure: OLD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $145,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 365, Location: .47 FR 682 & 1.1 TO 634 (Lat: 36.844300, Lng: -77.802608), Route carried "on" structure: County highway 606, Year Built: 1945, Year Reconstructed: 2011, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 387 (year 2013), Average Future Daily Traffic: 504 (year 2040), Features Intersected: LLOYD RUN, Facility Carried by Structure: OLD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.611, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 6.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $20,000, Total Project Cost: $145,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 3653, Location: 0.45 FR 631 & 1.0 TO 682 (Lat: 36.871444, Lng: -77.803836), Route carried "on" structure: County highway 606, Year Built: 1989, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 387 (year 2013), Average Future Daily Traffic: 504 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH of STURGEON CREEK, Facility Carried by Structure: OLD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $545,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3653, Location: 0.45 FR 631 & 1.0 TO 682 (Lat: 36.871444, Lng: -77.803836), Route carried "on" structure: County highway 606, Year Built: 1989, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 387 (year 2013), Average Future Daily Traffic: 504 (year 2040), Design Load: HS 20+Mod, Features Intersected: BRANCH of STURGEON CREEK, Facility Carried by Structure: OLD BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.262, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $100,000, Total Project Cost: $545,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3679, Location: 0.6 FR 682 & 1.4 TO 632 (Lat: 36.864311, Lng: -77.784592), Route carried "on" structure: County highway 630, Year Built: 1975, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 248 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK, Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.055, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,230,000, Roadway Improvement Cost: $525,000, Total Project Cost: $1,759,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3679, Location: 0.6 FR 682 & 1.4 TO 632 (Lat: 36.864311, Lng: -77.784592), Route carried "on" structure: County highway 630, Year Built: 1975, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 248 (year 2040), Design Load: HS 20+Mod, Features Intersected: STURGEON CREEK, Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.055, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.14m (10.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,230,000, Roadway Improvement Cost: $525,000, Total Project Cost: $1,759,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3681, Location: .2 RTE 631/.6 RTE 1 (Lat: 36.895117, Lng: -77.802675), Route carried "on" structure: County highway 630, Year Built: 1969, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 883 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 971 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.395, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.7 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 minimum criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,400,000, Roadway Improvement Cost: $1,200,000, Total Project Cost: $3,610,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3681, Location: .2 RTE 631/.6 RTE 1 (Lat: 36.895117, Lng: -77.802675), Route carried "on" structure: County highway 630, Year Built: 1969, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 883 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 971 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.395, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.7 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 minimum criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,400,000, Roadway Improvement Cost: $1,200,000, Total Project Cost: $3,610,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3683, Location: .1 RTE 631/.7 RTE 1 (Lat: 36.894689, Lng: -77.801836), Route carried "on" structure: County highway 630, Year Built: 1969, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 883 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 971 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.393, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,884,000, Roadway Improvement Cost: $500,000, Total Project Cost: $2,390,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 3683, Location: .1 RTE 631/.7 RTE 1 (Lat: 36.894689, Lng: -77.801836), Route carried "on" structure: County highway 630, Year Built: 1969, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 883 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 971 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.393, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.79m (15.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,884,000, Roadway Improvement Cost: $500,000, Total Project Cost: $2,390,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 3686, Location: .4 FR 606 & 1.3 TO 630 (Lat: 36.877394, Lng: -77.808161), Route carried "on" structure: County highway 631, Year Built: 1973, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 409 (year 2016), Average Future Daily Traffic: 488 (year 2040), Design Load: HS 20, Features Intersected: STURGEON CREEK, Facility Carried by Structure: QUAIL HOLLOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), 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: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,122,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 3686, Location: .4 FR 606 & 1.3 TO 630 (Lat: 36.877394, Lng: -77.808161), Route carried "on" structure: County highway 631, Year Built: 1973, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 409 (year 2016), Average Future Daily Traffic: 488 (year 2040), Design Load: HS 20, Features Intersected: STURGEON CREEK, Facility Carried by Structure: QUAIL HOLLOW LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), 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: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $816,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,122,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 3688, Location: 0.65 FR.651 1.5 TO 642 (Lat: 36.833500, Lng: -77.816431), Route carried "on" structure: County highway 634, Year Built: 1945, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 220 (year 2040), Features Intersected: LLOYD RUN, Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $65,000, Total Project Cost: $248,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3688, Location: 0.65 FR.651 1.5 TO 642 (Lat: 36.833500, Lng: -77.816431), Route carried "on" structure: County highway 634, Year Built: 1945, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 220 (year 2040), Features Intersected: LLOYD RUN, Facility Carried by Structure: LIBERTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.143, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $65,000, Total Project Cost: $248,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 369, Location: 1.7 FR 642 & 1.0 TO 630 (Lat: 36.927578, Lng: -77.809642), Route carried "on" structure: County highway 636, Year Built: 1965, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 199 (year 2013), Average Future Daily Traffic: 226 (year 2040), Features Intersected: WAQUA CREEK, Facility Carried by Structure: KRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $564,000, Roadway Improvement Cost: $200,000, Total Project Cost: $890,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 369, Location: 1.7 FR 642 & 1.0 TO 630 (Lat: 36.927578, Lng: -77.809642), Route carried "on" structure: County highway 636, Year Built: 1965, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 199 (year 2013), Average Future Daily Traffic: 226 (year 2040), Features Intersected: WAQUA CREEK, Facility Carried by Structure: KRESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $564,000, Roadway Improvement Cost: $200,000, Total Project Cost: $890,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3695, Location: 2.0 FR. 643 & 1.03 TO 636 (Lat: 36.921081, Lng: -77.829531), Route carried "on" structure: County highway 642, Year Built: 1972, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 49 (year 2019), Average Future Daily Traffic: 54 (year 2040), Design Load: HS 20, Features Intersected: WAQUA CREEK, Facility Carried by Structure: ZERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.193, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), 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: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $220,000, Total Project Cost: $670,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3695, Location: 2.0 FR. 643 & 1.03 TO 636 (Lat: 36.921081, Lng: -77.829531), Route carried "on" structure: County highway 642, Year Built: 1972, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 49 (year 2019), Average Future Daily Traffic: 54 (year 2040), Design Load: HS 20, Features Intersected: WAQUA CREEK, Facility Carried by Structure: ZERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.193, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), 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: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $220,000, Total Project Cost: $670,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3696, Location: 0.8 FR 636 & 0.8 TO 629 (Lat: 36.948483, Lng: -77.825358), Route carried "on" structure: County highway 642, Year Built: 1984, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 134 (year 2016), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREAT BRANCH, Facility Carried by Structure: ZERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.583, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $22,000, Total Project Cost: $80,000 ( Estimate for 2016)
Structure Number: 3696, Location: 0.8 FR 636 & 0.8 TO 629 (Lat: 36.948483, Lng: -77.825358), Route carried "on" structure: County highway 642, Year Built: 1984, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 134 (year 2016), Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20+Mod, Features Intersected: GREAT BRANCH, Facility Carried by Structure: ZERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.583, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $22,000, Total Project Cost: $80,000 ( Estimate for 2016)
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Structure Number: 3698, Location: .04 606 E & .31 606 W (Lat: 36.869411, Lng: -77.830764), Route carried "on" structure: County highway 642, Year Built: 1969, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 156 (year 2019), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.775, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,475,000, Roadway Improvement Cost: $1,238,000, Total Project Cost: $3,723,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3698, Location: .04 606 E & .31 606 W (Lat: 36.869411, Lng: -77.830764), Route carried "on" structure: County highway 642, Year Built: 1969, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 156 (year 2019), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.775, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 81.6 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,475,000, Roadway Improvement Cost: $1,238,000, Total Project Cost: $3,723,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 37, Location: .26TO 606E & .26 TO 606W (Lat: 36.870069, Lng: -77.831358), Route carried "on" structure: County highway 642, Year Built: 1969, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 156 (year 2019), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.678, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,475,000, Roadway Improvement Cost: $1,238,000, Total Project Cost: $3,723,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 37, Location: .26TO 606E & .26 TO 606W (Lat: 36.870069, Lng: -77.831358), Route carried "on" structure: County highway 642, Year Built: 1969, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 156 (year 2019), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.678, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.7m (61.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,475,000, Roadway Improvement Cost: $1,238,000, Total Project Cost: $3,723,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27715, Location: .3 FR DEADEND & .1 TO RT1 (Lat: 36.921828, Lng: -77.769611), Route carried "on" structure: County highway 765, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 29 (year 2019), Average Future Daily Traffic: 41 (year 2040), Design Load: H 20, Features Intersected: TRIB OF WAQUA CREEK, Facility Carried by Structure: SHADY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $25,000, Total Project Cost: $110,000 ( Estimate for 2015)
Structure Number: 27715, Location: .3 FR DEADEND & .1 TO RT1 (Lat: 36.921828, Lng: -77.769611), Route carried "on" structure: County highway 765, Year Built: 2003, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 29 (year 2019), Average Future Daily Traffic: 41 (year 2040), Design Load: H 20, Features Intersected: TRIB OF WAQUA CREEK, Facility Carried by Structure: SHADY PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $70,000, Roadway Improvement Cost: $25,000, Total Project Cost: $110,000 ( Estimate for 2015)
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Structure Number: 27721, Location: 2.45 FR 643 & 0.85 TO 636 (Lat: 36.928833, Lng: -77.833017), Route carried "on" structure: County highway 642, Year Built: 2003, Year Reconstructed: 2020, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 49 (year 2019), Average Future Daily Traffic: 54 (year 2040), Design Load: H 20, Features Intersected: OPOSSUM QUARTER CREEK, Facility Carried by Structure: ZERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,640,000, Roadway Improvement Cost: $1,320,000, Total Project Cost: $3,990,000 ( Estimate for 2015)
Structure Number: 27721, Location: 2.45 FR 643 & 0.85 TO 636 (Lat: 36.928833, Lng: -77.833017), Route carried "on" structure: County highway 642, Year Built: 2003, Year Reconstructed: 2020, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 49 (year 2019), Average Future Daily Traffic: 54 (year 2040), Design Load: H 20, Features Intersected: OPOSSUM QUARTER CREEK, Facility Carried by Structure: ZERO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.933, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Excellent, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,640,000, Roadway Improvement Cost: $1,320,000, Total Project Cost: $3,990,000 ( Estimate for 2015)
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Structure Number: 29322, Location: 1.10 Fr DeadEnd-0.55-723 (Lat: 36.921828, Lng: -77.769611), Route carried "on" structure: County highway 660, Year Built: 2007, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 38 (year 2013), Average Future Daily Traffic: 41 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: BARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $31,000, Total Project Cost: $105,000
Structure Number: 29322, Location: 1.10 Fr DeadEnd-0.55-723 (Lat: 36.921828, Lng: -77.769611), Route carried "on" structure: County highway 660, Year Built: 2007, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 38 (year 2013), Average Future Daily Traffic: 41 (year 2040), Design Load: H 20, Features Intersected: STREAM, Facility Carried by Structure: BARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $31,000, Total Project Cost: $105,000
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Structure Number: 30125, Location: .79 FR 1 & 1.1 TO 643 (Lat: 36.885000, Lng: -77.845750), Route carried "on" structure: County highway 726, Year Built: 2013, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 219 (year 2016), Average Future Daily Traffic: 324 (year 2040), Design Load: H 20, Features Intersected: STURGEON CREEK, Facility Carried by Structure: CHESTNUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $24,000, Total Project Cost: $820,000 ( Estimate for 2016)
Structure Number: 30125, Location: .79 FR 1 & 1.1 TO 643 (Lat: 36.885000, Lng: -77.845750), Route carried "on" structure: County highway 726, Year Built: 2013, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 219 (year 2016), Average Future Daily Traffic: 324 (year 2040), Design Load: H 20, Features Intersected: STURGEON CREEK, Facility Carried by Structure: CHESTNUT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $24,000, Total Project Cost: $820,000 ( Estimate for 2016)
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Structure Number: 30637, Location: 2.1 fr 643 & .8 to 636 (Lat: 36.934861, Lng: -77.868000), Route carried "on" structure: County highway 628, Year Built: 2015, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 158 (year 2016), Average Future Daily Traffic: 177 (year 2040), Design Load: H 20, Features Intersected: OPOSSUM QUARTER CREEK, Facility Carried by Structure: RED OAK ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 13.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $128,000, Total Project Cost: $260,000 ( Estimate for 2017)
Structure Number: 30637, Location: 2.1 fr 643 & .8 to 636 (Lat: 36.934861, Lng: -77.868000), Route carried "on" structure: County highway 628, Year Built: 2015, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 158 (year 2016), Average Future Daily Traffic: 177 (year 2040), Design Load: H 20, Features Intersected: OPOSSUM QUARTER CREEK, Facility Carried by Structure: RED OAK ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 13.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $128,000, Total Project Cost: $260,000 ( Estimate for 2017)
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Structure Number: 30838, Location: 0.01 FR 764 & 0.69 TO 629 (Lat: 36.931211, Lng: -77.769953), Route carried "on" structure: County highway 630, Year Built: 2020, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 17 (year 2040), Design Load: HL 93, Features Intersected: WAQUA CREEK, Facility Carried by Structure: WAQUA CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.4m (83.3ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
Structure Number: 30838, Location: 0.01 FR 764 & 0.69 TO 629 (Lat: 36.931211, Lng: -77.769953), Route carried "on" structure: County highway 630, Year Built: 2020, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 17 (year 2040), Design Load: HL 93, Features Intersected: WAQUA CREEK, Facility Carried by Structure: WAQUA CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.4m (83.3ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 68.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other Coated Reinforcing
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Structure Number: 3681, Location: .2 RTE 631/.6 RTE 1 (Lat: 36.895117, Lng: -77.802675), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 1994), Truck Traffic: 4%, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 56.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
Structure Number: 3681, Location: .2 RTE 631/.6 RTE 1 (Lat: 36.895117, Lng: -77.802675), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 1994), Truck Traffic: 4%, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 56.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
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Structure Number: 3683, Location: .1 RTE 631/.7 RTE 1 (Lat: 36.894689, Lng: -77.801836), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,538 (year 2008), Truck Traffic: 10%, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 56.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
Structure Number: 3683, Location: .1 RTE 631/.7 RTE 1 (Lat: 36.894689, Lng: -77.801836), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,538 (year 2008), Truck Traffic: 10%, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: STURGEON ROAD
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 56.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
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Structure Number: 3698, Location: .04 606 E & .31 606 W (Lat: 36.869411, Lng: -77.830764), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,514 (year 2008), Truck Traffic: 10%, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 52.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
Structure Number: 3698, Location: .04 606 E & .31 606 W (Lat: 36.869411, Lng: -77.830764), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 19,514 (year 2008), Truck Traffic: 10%, Features Intersected: ROUTE I-85 (NBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 52.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
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Structure Number: 37, Location: .26TO 606E & .26 TO 606W (Lat: 36.870069, Lng: -77.831358), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 1994), Truck Traffic: 4%, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 52.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)
Structure Number: 37, Location: .26TO 606E & .26 TO 606W (Lat: 36.870069, Lng: -77.831358), Route carried "under" structure: Interstate 85, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 16,000 (year 1994), Truck Traffic: 4%, Features Intersected: ROUTE I-85 (SBL), Facility Carried by Structure: POOR HOUSE ROAD
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 52.518, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.7m (61.4ft)