Bridge Statistics for Oxford, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 243ft / 73.8mTotal length
- 276,950Total average daily traffic
- 42,290Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Oxford
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 61960-1969
- 141970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 58.3%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 41.7%Good
- 33.3%Satisfactory
- 16.7%Poor
- Bridge Condition - Channel
- 5.6%Very good
- 55.6%Good
- 27.8%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 9.1%Good
- 72.7%Satisfactory
- 18.2%Fair
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Structure Number: 10084, Location: 1.1 MI. S. JCT. SR2164 (Lat: 36.000411, Lng: -79.342808), Route carried "on" structure: State highway 2158, Year Built: 1986, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10084, Location: 1.1 MI. S. JCT. SR2164 (Lat: 36.000411, Lng: -79.342808), Route carried "on" structure: State highway 2158, Year Built: 1986, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 8,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770011, Location: 3.0 MI.S.US158BUS. (Lat: 36.274283, Lng: -78.524917), Route carried "on" structure: State highway 1611, Year Built: 1986, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: TABBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 770011, Location: 3.0 MI.S.US158BUS. (Lat: 36.274283, Lng: -78.524917), Route carried "on" structure: State highway 1611, Year Built: 1986, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 600 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: TABBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770012, Location: .5 MI.E.SR1641 (Lat: 36.264364, Lng: -78.519594), Route carried "on" structure: State highway 1609, Year Built: 1955, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 410 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Features Intersected: TABB'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 770012, Location: .5 MI.E.SR1641 (Lat: 36.264364, Lng: -78.519594), Route carried "on" structure: State highway 1609, Year Built: 1955, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 410 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 820 (year 2040), Features Intersected: TABB'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770013, Location: 0.7 MI. E. JCT. SR1650 (Lat: 36.291425, Lng: -78.560664), Route carried "on" structure: State highway 1606, Year Built: 1982, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 990 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,980 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 770013, Location: 0.7 MI. E. JCT. SR1650 (Lat: 36.291425, Lng: -78.560664), Route carried "on" structure: State highway 1606, Year Built: 1982, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 990 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,980 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770014, Location: 1.0 MI. S. JCT. NC96 (Lat: 36.268133, Lng: -78.567444), Route carried "on" structure: State highway 1609, Year Built: 1998, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 770014, Location: 1.0 MI. S. JCT. NC96 (Lat: 36.268133, Lng: -78.567444), Route carried "on" structure: State highway 1609, Year Built: 1998, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770029, Location: 1.6 MI E. OF JCT NC96 (Lat: 36.314225, Lng: -78.563356), Route carried "on" structure: Ramp US 158, Year Built: 1950, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 8,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 16,000 (year 2025), Design Load: HS 20, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2020
Structure Number: 770029, Location: 1.6 MI E. OF JCT NC96 (Lat: 36.314225, Lng: -78.563356), Route carried "on" structure: Ramp US 158, Year Built: 1950, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 8,000 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 16,000 (year 2025), Design Load: HS 20, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: September 2020
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Structure Number: 770035, Location: 0.2 MI.E. OF SR1521 (Lat: 36.314758, Lng: -78.543378), Route carried "on" structure: US 158, Year Built: 1970, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 770035, Location: 0.2 MI.E. OF SR1521 (Lat: 36.314758, Lng: -78.543378), Route carried "on" structure: US 158, Year Built: 1970, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 770044, Location: 0.3 MI.SOUTH OF SR1646 (Lat: 36.295794, Lng: -78.579947), Route carried "on" structure: State highway 96, Year Built: 1970, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 9,200 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 18,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 770044, Location: 0.3 MI.SOUTH OF SR1646 (Lat: 36.295794, Lng: -78.579947), Route carried "on" structure: State highway 96, Year Built: 1970, Status: Open, Structure Length: 8.19m (26.87ft), Average Daily Traffic: 9,200 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 18,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I85
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 770053, Location: 0.1 MI.S.US158 (Lat: 36.335467, Lng: -78.593547), Route carried "on" structure: US 15, Year Built: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,300 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 15), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 770053, Location: 0.1 MI.S.US158 (Lat: 36.335467, Lng: -78.593547), Route carried "on" structure: US 15, Year Built: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 6,300 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 12,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 15), Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 77006, Location: 2.3 MI.S. NC96 (Lat: 36.270581, Lng: -78.607900), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 37,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.478, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Underclear: Equal to present minimum 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: Monolithic Concrete
Structure Number: 77006, Location: 2.3 MI.S. NC96 (Lat: 36.270581, Lng: -78.607900), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 37,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.478, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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, Underclear: Equal to present minimum 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: Monolithic Concrete
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Structure Number: 770061, Location: 2.3 MI.S. OF NC96 (Lat: 36.271069, Lng: -78.607844), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 37,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.478, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 770061, Location: 2.3 MI.S. OF NC96 (Lat: 36.271069, Lng: -78.607844), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 18,500 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 37,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.478, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 770063, Location: 0.3 MI. S. OF NC96 (Lat: 36.293517, Lng: -78.582983), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: HATCHERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.118, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 770063, Location: 0.3 MI. S. OF NC96 (Lat: 36.293517, Lng: -78.582983), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: HATCHERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.118, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 770065, Location: 1.2 MI. S. OF US158 (Lat: 36.305389, Lng: -78.561956), Route carried "on" structure: Interstate 85, Year Built: 1967, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.545, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 770065, Location: 1.2 MI. S. OF US158 (Lat: 36.305389, Lng: -78.561956), Route carried "on" structure: Interstate 85, Year Built: 1967, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 31,000 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.545, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 770066, Location: 0.6 MI. N. OF US158 (Lat: 36.318772, Lng: -78.532886), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 22,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 45,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: TABBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.124, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 770066, Location: 0.6 MI. N. OF US158 (Lat: 36.318772, Lng: -78.532886), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 22,750 (year 2019), Truck Traffic: 23%, Average Future Daily Traffic: 45,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: TABBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.124, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 770072, Location: 0.7 MI S. OF SR1164 (Lat: 36.293717, Lng: -78.619183), Route carried "on" structure: State highway 1004, Year Built: 2004, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 770072, Location: 0.7 MI S. OF SR1164 (Lat: 36.293717, Lng: -78.619183), Route carried "on" structure: State highway 1004, Year Built: 2004, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 3,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770188, Location: 0.8 MI.N. OF NC96 (Lat: 36.267303, Lng: -78.586825), Route carried "on" structure: State highway 1608, Year Built: 1961, Status: Posted for load, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: H 10, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 770188, Location: 0.8 MI.N. OF NC96 (Lat: 36.267303, Lng: -78.586825), Route carried "on" structure: State highway 1608, Year Built: 1961, Status: Posted for load, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 600 (year 2040), Design Load: H 10, Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770202, Location: 0.7 MI W SR1133 (Lat: 36.252006, Lng: -78.646953), Route carried "on" structure: State highway 1156, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 860 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,720 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum 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: 770202, Location: 0.7 MI W SR1133 (Lat: 36.252006, Lng: -78.646953), Route carried "on" structure: State highway 1156, Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 860 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 1,720 (year 2040), Design Load: HS 20+Mod, Features Intersected: CATTAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum 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: 770241, Location: 1.1 MI E. OF JCT SR1521 (Lat: 36.330231, Lng: -78.527986), Route carried "on" structure: State highway 1524, Year Built: 1963, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: TABBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 770241, Location: 1.1 MI E. OF JCT SR1521 (Lat: 36.330231, Lng: -78.527986), Route carried "on" structure: State highway 1524, Year Built: 1963, Status: Posted for load, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: TABBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 770254, Location: 0.9 MI. N. OF US158 (Lat: 36.336858, Lng: -78.561206), Route carried "on" structure: State highway 1522, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,100 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: August 2020
Structure Number: 770254, Location: 0.9 MI. N. OF US158 (Lat: 36.336858, Lng: -78.561206), Route carried "on" structure: State highway 1522, Year Built: 1960, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,100 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: August 2020
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Structure Number: 770261, Location: 0.4MI.N.JCT.US158 (Lat: 36.323067, Lng: -78.576164), Route carried "on" structure: State highway 1522, Year Built: 1960, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 770261, Location: 0.4MI.N.JCT.US158 (Lat: 36.323067, Lng: -78.576164), Route carried "on" structure: State highway 1522, Year Built: 1960, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,600 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 3,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: JORDAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 770262, Location: 0.4 MI S OF JCT NC96 (Lat: 36.292256, Lng: -78.582678), Route carried "on" structure: State highway 1649, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2017), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATCHERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 770262, Location: 0.4 MI S OF JCT NC96 (Lat: 36.292256, Lng: -78.582678), Route carried "on" structure: State highway 1649, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2017), Average Future Daily Traffic: 180 (year 2040), Design Load: HS 20+Mod, Features Intersected: HATCHERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 770268, Location: 0.65MI.E.JCT.SR1522 (Lat: 36.326378, Lng: -78.561794), Route carried "on" structure: US 158, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 770268, Location: 0.65MI.E.JCT.SR1522 (Lat: 36.326378, Lng: -78.561794), Route carried "on" structure: US 158, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 58), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 770271, Location: 1.1 MI. E. JCT. US15 (Lat: 36.365494, Lng: -78.572147), Route carried "on" structure: State highway 1518, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 770271, Location: 1.1 MI. E. JCT. US15 (Lat: 36.365494, Lng: -78.572147), Route carried "on" structure: State highway 1518, Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20+Mod, Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 770035, Location: 0.2 MI.E. OF SR1521 (Lat: 36.314758, Lng: -78.543378), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US158
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 62.789, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 770035, Location: 0.2 MI.E. OF SR1521 (Lat: 36.314758, Lng: -78.543378), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US158
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 62.789, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 770035, Location: 0.2 MI.E. OF SR1521 (Lat: 36.314758, Lng: -78.543378), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US158
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 62.789, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 770035, Location: 0.2 MI.E. OF SR1521 (Lat: 36.314758, Lng: -78.543378), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 20,250 (year 2018), Truck Traffic: 16%, Features Intersected: US158
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 62.789, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 770044, Location: 0.3 MI.SOUTH OF SR1646 (Lat: 36.295794, Lng: -78.579947), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2013), Truck Traffic: 16%, Features Intersected: NC96
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 62.179, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 770044, Location: 0.3 MI.SOUTH OF SR1646 (Lat: 36.295794, Lng: -78.579947), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2013), Truck Traffic: 16%, Features Intersected: NC96
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 62.179, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 770044, Location: 0.3 MI.SOUTH OF SR1646 (Lat: 36.295794, Lng: -78.579947), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2013), Truck Traffic: 16%, Features Intersected: NC96
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 62.179, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 770044, Location: 0.3 MI.SOUTH OF SR1646 (Lat: 36.295794, Lng: -78.579947), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2013), Truck Traffic: 16%, Features Intersected: NC96
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 62.179, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 77006, Location: 2.3 MI.S. NC96 (Lat: 36.270581, Lng: -78.607900), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85 NBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
Structure Number: 77006, Location: 2.3 MI.S. NC96 (Lat: 36.270581, Lng: -78.607900), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85 NBL
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
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Structure Number: 77006, Location: 2.3 MI.S. NC96 (Lat: 36.270581, Lng: -78.607900), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85 NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
Structure Number: 77006, Location: 2.3 MI.S. NC96 (Lat: 36.270581, Lng: -78.607900), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85 NBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
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Structure Number: 770061, Location: 2.3 MI.S. OF NC96 (Lat: 36.271069, Lng: -78.607844), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
Structure Number: 770061, Location: 2.3 MI.S. OF NC96 (Lat: 36.271069, Lng: -78.607844), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
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Structure Number: 770061, Location: 2.3 MI.S. OF NC96 (Lat: 36.271069, Lng: -78.607844), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
Structure Number: 770061, Location: 2.3 MI.S. OF NC96 (Lat: 36.271069, Lng: -78.607844), Route carried "under" structure: US 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2018), Truck Traffic: 8%, Features Intersected: I85
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)