Bridge Statistics for Wendell, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 49Number of bridges
- 528ft / 161mTotal length
- 757,955Total average daily traffic
- 96,921Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wendell
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11950-1959
- 21960-1969
- 71970-1979
- 31980-1989
- 21990-1999
- 302000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 10.0%Very good
- 50.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Superstructure
- 13.3%Very good
- 60.0%Good
- 16.7%Satisfactory
- 6.7%Fair
- 3.3%Poor
- Bridge Condition - Substructure
- 20.0%Very good
- 50.0%Good
- 13.3%Satisfactory
- 13.3%Fair
- 3.3%Poor
- Bridge Condition - Channel
- 8.7%Very good
- 73.9%Good
- 13.0%Satisfactory
- 4.3%Poor
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Fair
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Structure Number: 1010151, Location: 2.7 MI. W. JCT. NC96 (Lat: 35.771736, Lng: -78.312203), Route carried "on" structure: State highway 1722, Year Built: 2008, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HS 25 or greater, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1010151, Location: 2.7 MI. W. JCT. NC96 (Lat: 35.771736, Lng: -78.312203), Route carried "on" structure: State highway 1722, Year Built: 2008, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 490 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 980 (year 2040), Design Load: HS 25 or greater, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1010167, Location: 1.6 MI.E.SR1003 (Lat: 35.726517, Lng: -78.360681), Route carried "on" structure: State highway 1716, Year Built: 1984, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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: Better than 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1010167, Location: 1.6 MI.E.SR1003 (Lat: 35.726517, Lng: -78.360681), Route carried "on" structure: State highway 1716, Year Built: 1984, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 1,800 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 3,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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: Better than 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: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1010173, Location: 0.8 MI W. JCT SR1720 (Lat: 35.696417, Lng: -78.343822), Route carried "on" structure: State highway 1700, Year Built: 1977, Status: Temporarily open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1010173, Location: 0.8 MI W. JCT SR1720 (Lat: 35.696417, Lng: -78.343822), Route carried "on" structure: State highway 1700, Year Built: 1977, Status: Temporarily open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 1,100 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,200 (year 2040), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: September 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830034, Location: 0.1 MI.S.US64B (Lat: 35.781636, Lng: -78.362358), Route carried "on" structure: State highway 231, Year Built: 1938, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 5,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: H 15, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 39.9 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: Meets minimum limits, Underclear: Meets minimum limits, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830034, Location: 0.1 MI.S.US64B (Lat: 35.781636, Lng: -78.362358), Route carried "on" structure: State highway 231, Year Built: 1938, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 5,900 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 11,800 (year 2040), Design Load: H 15, Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 39.9 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: Meets minimum limits, Underclear: Meets minimum limits, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830149, Location: 0.5 MI. W. OF NC97 (Lat: 35.802514, Lng: -78.408119), Route carried "on" structure: Business US 64, Year Built: 1965, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830149, Location: 0.5 MI. W. OF NC97 (Lat: 35.802514, Lng: -78.408119), Route carried "on" structure: Business US 64, Year Built: 1965, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830158, Location: 0.1 MI. EAST OF SR2359 (Lat: 35.800917, Lng: -78.341986), Route carried "on" structure: Business US 64, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 7,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830158, Location: 0.1 MI. EAST OF SR2359 (Lat: 35.800917, Lng: -78.341986), Route carried "on" structure: Business US 64, Year Built: 1986, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 7,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830173, Location: 0.7 MI W JCT SR 2320 (Lat: 35.851264, Lng: -78.424467), Route carried "on" structure: State highway 2321, Year Built: 2002, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 800 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830173, Location: 0.7 MI W JCT SR 2320 (Lat: 35.851264, Lng: -78.424467), Route carried "on" structure: State highway 2321, Year Built: 2002, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 800 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830181, Location: 0.3 MI. W. JCT. US64BUS (Lat: 35.806833, Lng: -78.422308), Route carried "on" structure: State highway 1003, Year Built: 2005, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I87S,US64W,US264W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830181, Location: 0.3 MI. W. JCT. US64BUS (Lat: 35.806833, Lng: -78.422308), Route carried "on" structure: State highway 1003, Year Built: 2005, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 5,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I87S,US64W,US264W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830182, Location: 1.0 MI.E.JCT.SR2276 (Lat: 35.811814, Lng: -78.410678), Route carried "on" structure: US 64, Year Built: 1973, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.126, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1830182, Location: 1.0 MI.E.JCT.SR2276 (Lat: 35.811814, Lng: -78.410678), Route carried "on" structure: US 64, Year Built: 1973, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.126, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1830183, Location: 1.2 MI E JCT SR 1003 (Lat: 35.816856, Lng: -78.412847), Route carried "on" structure: State highway 2324, Year Built: 1959, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830183, Location: 1.2 MI E JCT SR 1003 (Lat: 35.816856, Lng: -78.412847), Route carried "on" structure: State highway 2324, Year Built: 1959, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830184, Location: 1.0 MI.E.JCT.SR2276 (Lat: 35.811986, Lng: -78.410781), Route carried "on" structure: US 64, Year Built: 1973, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.126, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1830184, Location: 1.0 MI.E.JCT.SR2276 (Lat: 35.811986, Lng: -78.410781), Route carried "on" structure: US 64, Year Built: 1973, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 57,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.126, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1830207, Location: 0.1 MI. W. JCT. SR2349 (Lat: 35.782564, Lng: -78.326147), Route carried "on" structure: State highway 2352, Year Built: 2001, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 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: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830207, Location: 0.1 MI. W. JCT. SR2349 (Lat: 35.782564, Lng: -78.326147), Route carried "on" structure: State highway 2352, Year Built: 2001, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 2,300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: LITTLE RIVER
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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 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: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830209, Location: 0.2 MI.N.SR2349 (Lat: 35.790278, Lng: -78.325972), Route carried "on" structure: State highway 2350, Year Built: 2014, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 350 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB TO LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
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 and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830209, Location: 0.2 MI.N.SR2349 (Lat: 35.790278, Lng: -78.325972), Route carried "on" structure: State highway 2350, Year Built: 2014, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 350 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2040), Design Load: HS 20+Mod, Features Intersected: TRIB TO LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
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 and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830214, Location: 0.5 MI. N. JCT. SR2360 (Lat: 35.769731, Lng: -78.376950), Route carried "on" structure: State highway 2358, Year Built: 1968, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,900 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830214, Location: 0.5 MI. N. JCT. SR2360 (Lat: 35.769731, Lng: -78.376950), Route carried "on" structure: State highway 2358, Year Built: 1968, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,900 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830215, Location: 0.9 MI.E.SR1003 (Lat: 35.775686, Lng: -78.383625), Route carried "on" structure: State highway 1007, Year Built: 2006, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 7,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
Structure Number: 1830215, Location: 0.9 MI.E.SR1003 (Lat: 35.775686, Lng: -78.383625), Route carried "on" structure: State highway 1007, Year Built: 2006, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 7,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.2m (95.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing
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Structure Number: 1830224, Location: 0.8 MI.E.JCT.SR2233 (Lat: 35.729597, Lng: -78.423392), Route carried "on" structure: State highway 2508, Year Built: 1990, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830224, Location: 0.8 MI.E.JCT.SR2233 (Lat: 35.729597, Lng: -78.423392), Route carried "on" structure: State highway 2508, Year Built: 1990, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 2,000 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830225, Location: 1.3 MI E JCT SR2233 (Lat: 35.738122, Lng: -78.423736), Route carried "on" structure: State highway 2507, Year Built: 2014, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HL 93, Features Intersected: MARKS 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: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830225, Location: 1.3 MI E JCT SR2233 (Lat: 35.738122, Lng: -78.423736), Route carried "on" structure: State highway 2507, Year Built: 2014, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 2,500 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HL 93, Features Intersected: MARKS 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: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830226, Location: 0.1 MI. W. JCT. SR2505 (Lat: 35.752033, Lng: -78.429417), Route carried "on" structure: State highway 1007, Year Built: 1970, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 15, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830226, Location: 0.1 MI. W. JCT. SR2505 (Lat: 35.752033, Lng: -78.429417), Route carried "on" structure: State highway 1007, Year Built: 1970, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 3,000 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 15, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830229, Location: 1.1 MI. W. JCT. SR2233 (Lat: 35.748703, Lng: -78.465819), Route carried "on" structure: State highway 1007, Year Built: 2009, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830229, Location: 1.1 MI. W. JCT. SR2233 (Lat: 35.748703, Lng: -78.465819), Route carried "on" structure: State highway 1007, Year Built: 2009, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 4,700 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830465, Location: 1.2 MI E JCT SR2500 (Lat: 35.787103, Lng: -78.436997), Route carried "on" structure: State highway 2501, Year Built: 1993, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: November 2021
Structure Number: 1830465, Location: 1.2 MI E JCT SR2500 (Lat: 35.787103, Lng: -78.436997), Route carried "on" structure: State highway 2501, Year Built: 1993, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: 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: November 2021
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Structure Number: 1830599, Location: 0.8 MI.E.SR2300 (Lat: 35.865144, Lng: -78.391189), Route carried "on" structure: State highway 2328, Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 390 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 780 (year 2040), Design Load: HS 20+Mod, Features Intersected: HOMINY 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: 1 degrees, Material/Design: Steel, 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: 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: April 2021
Structure Number: 1830599, Location: 0.8 MI.E.SR2300 (Lat: 35.865144, Lng: -78.391189), Route carried "on" structure: State highway 2328, Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 390 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 780 (year 2040), Design Load: HS 20+Mod, Features Intersected: HOMINY 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: 1 degrees, Material/Design: Steel, 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: 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: April 2021
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Structure Number: 183098, Location: 1.2MI.E. I-440 (Lat: 35.816600, Lng: -78.660678), Route carried "on" structure: US 70, Year Built: 1970, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 24,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 48,000 (year 2040), Features Intersected: BEAVER DAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020
Structure Number: 183098, Location: 1.2MI.E. I-440 (Lat: 35.816600, Lng: -78.660678), Route carried "on" structure: US 70, Year Built: 1970, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 24,000 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 48,000 (year 2040), Features Intersected: BEAVER DAM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 70), Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: June 2020
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Structure Number: 1830983, Location: 0.3 MI. W.JCT. SR2501 (Lat: 35.785800, Lng: -78.436706), Route carried "on" structure: Interstate 87, Year Built: 2005, Status: Open, Structure Length: 13.68m (44.88ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.303, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830983, Location: 0.3 MI. W.JCT. SR2501 (Lat: 35.785800, Lng: -78.436706), Route carried "on" structure: Interstate 87, Year Built: 2005, Status: Open, Structure Length: 13.68m (44.88ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.303, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830984, Location: 0.3 MI. W SR2501 (Lat: 35.785411, Lng: -78.436844), Route carried "on" structure: Interstate 87, Year Built: 2002, Status: Open, Structure Length: 13.68m (44.88ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.303, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830984, Location: 0.3 MI. W SR2501 (Lat: 35.785411, Lng: -78.436844), Route carried "on" structure: Interstate 87, Year Built: 2002, Status: Open, Structure Length: 13.68m (44.88ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.303, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830985, Location: 0.7 MI E. JCT SR2502 (Lat: 35.790264, Lng: -78.432844), Route carried "on" structure: State highway 2501, Year Built: 2004, Status: Open, Structure Length: 13.71m (44.98ft), Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 87, US64, US264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 5 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: 46.9m (153.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.5 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830985, Location: 0.7 MI E. JCT SR2502 (Lat: 35.790264, Lng: -78.432844), Route carried "on" structure: State highway 2501, Year Built: 2004, Status: Open, Structure Length: 13.71m (44.98ft), Average Daily Traffic: 1,400 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 2,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 87, US64, US264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 5 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: 46.9m (153.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.5 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830986, Location: JCT. US64 & N&S RR (Lat: 35.796903, Lng: -78.432025), Route carried "on" structure: Interstate 87, Year Built: 2005, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: N&S R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.608, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830986, Location: JCT. US64 & N&S RR (Lat: 35.796903, Lng: -78.432025), Route carried "on" structure: Interstate 87, Year Built: 2005, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: N&S R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.608, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830987, Location: JCT. US64 & N&S RR (Lat: 35.796931, Lng: -78.431728), Route carried "on" structure: Interstate 87, Year Built: 2005, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: N&S RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.608, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830987, Location: JCT. US64 & N&S RR (Lat: 35.796931, Lng: -78.431728), Route carried "on" structure: Interstate 87, Year Built: 2005, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: N&S RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.608, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830988, Location: JCT. US 64 & US64 EB RAMP (Lat: 35.802422, Lng: -78.429722), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64 BUS. E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.483, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830988, Location: JCT. US 64 & US64 EB RAMP (Lat: 35.802422, Lng: -78.429722), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64 BUS. E RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.483, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830989, Location: JCT. US64 & US64EB RAMP (Lat: 35.802419, Lng: -78.429392), Route carried "on" structure: Bypass US 64, Year Built: 2005, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64 EB. RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.730, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830989, Location: JCT. US64 & US64EB RAMP (Lat: 35.802419, Lng: -78.429392), Route carried "on" structure: Bypass US 64, Year Built: 2005, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 62,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64 EB. RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.730, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830991, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804017, Lng: -78.427717), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.7m (136.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830991, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804017, Lng: -78.427717), Route carried "on" structure: US 64, Year Built: 2005, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 27,000 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 54,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BUS.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 14 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.7m (136.8ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830992, Location: JCT. OF US64BYP & US64BUS (Lat: 35.803911, Lng: -78.425961), Route carried "on" structure: Ramp US 64, Year Built: 2004, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 15,875 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 31,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830992, Location: JCT. OF US64BYP & US64BUS (Lat: 35.803911, Lng: -78.425961), Route carried "on" structure: Ramp US 64, Year Built: 2004, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 15,875 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 31,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BUS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1831625, Location: 1.64 MI. W. JCT. SR2503 (Lat: 35.782889, Lng: -78.440861), Route carried "on" structure: State highway 2502, Year Built: 2007, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: I87,US64,US264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.566, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831625, Location: 1.64 MI. W. JCT. SR2503 (Lat: 35.782889, Lng: -78.440861), Route carried "on" structure: State highway 2502, Year Built: 2007, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 5,000 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 25 or greater, Features Intersected: I87,US64,US264
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.566, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.4m (122.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1831626, Location: 1.1 MI. E. JCT SR2500 (Lat: 35.781722, Lng: -78.438444), Route carried "on" structure: State highway 2502, Year Built: 2020, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831626, Location: 1.1 MI. E. JCT SR2500 (Lat: 35.781722, Lng: -78.438444), Route carried "on" structure: State highway 2502, Year Built: 2020, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20+Mod, Features Intersected: MARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 33.5m (109.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1830181, Location: 0.3 MI. W. JCT. US64BUS (Lat: 35.806833, Lng: -78.422308), Route carried "under" structure: US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,000 (year 2018), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 1830181, Location: 0.3 MI. W. JCT. US64BUS (Lat: 35.806833, Lng: -78.422308), Route carried "under" structure: US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,000 (year 2018), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.88m (19.29ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 1830181, Location: 0.3 MI. W. JCT. US64BUS (Lat: 35.806833, Lng: -78.422308), Route carried "under" structure: US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,000 (year 2018), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
Structure Number: 1830181, Location: 0.3 MI. W. JCT. US64BUS (Lat: 35.806833, Lng: -78.422308), Route carried "under" structure: US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 33,000 (year 2018), Truck Traffic: 12%, Features Intersected: SR1003
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.3m (128.9ft)
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Structure Number: 183019, Location: 0.05 MI.S. JCT. SR2324 (Lat: 35.816544, Lng: -78.399625), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR2300
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
Structure Number: 183019, Location: 0.05 MI.S. JCT. SR2324 (Lat: 35.816544, Lng: -78.399625), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR2300
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
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Structure Number: 183019, Location: 0.05 MI.S. JCT. SR2324 (Lat: 35.816544, Lng: -78.399625), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR2300
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
Structure Number: 183019, Location: 0.05 MI.S. JCT. SR2324 (Lat: 35.816544, Lng: -78.399625), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2015), Truck Traffic: 12%, Features Intersected: SR2300
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
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Structure Number: 1830985, Location: 0.7 MI E. JCT SR2502 (Lat: 35.790264, Lng: -78.432844), Route carried "under" structure: US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 12%, Features Intersected: SR2501
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)
Structure Number: 1830985, Location: 0.7 MI E. JCT SR2502 (Lat: 35.790264, Lng: -78.432844), Route carried "under" structure: US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 12%, Features Intersected: SR2501
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)
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Structure Number: 1830985, Location: 0.7 MI E. JCT SR2502 (Lat: 35.790264, Lng: -78.432844), Route carried "under" structure: US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 12%, Features Intersected: SR2501
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)
Structure Number: 1830985, Location: 0.7 MI E. JCT SR2502 (Lat: 35.790264, Lng: -78.432844), Route carried "under" structure: US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 31,000 (year 2019), Truck Traffic: 12%, Features Intersected: SR2501
Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)
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Structure Number: 1830988, Location: JCT. US 64 & US64 EB RAMP (Lat: 35.802422, Lng: -78.429722), Route carried "under" structure: Ramp US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,875 (year 2019), Truck Traffic: 16%, Features Intersected: US64W, US264W BYP
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)
Structure Number: 1830988, Location: JCT. US 64 & US64 EB RAMP (Lat: 35.802422, Lng: -78.429722), Route carried "under" structure: Ramp US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,875 (year 2019), Truck Traffic: 16%, Features Intersected: US64W, US264W BYP
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)
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Structure Number: 1830989, Location: JCT. US64 & US64EB RAMP (Lat: 35.802419, Lng: -78.429392), Route carried "under" structure: Ramp US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,875 (year 2019), Truck Traffic: 16%, Features Intersected: US64BYP, US264 E
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)
Structure Number: 1830989, Location: JCT. US64 & US64EB RAMP (Lat: 35.802419, Lng: -78.429392), Route carried "under" structure: Ramp US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 4,875 (year 2019), Truck Traffic: 16%, Features Intersected: US64BYP, US264 E
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.0m (150.9ft)
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Structure Number: 183099, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804028, Lng: -78.428092), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 6%, Features Intersected: I87,US64WBYP,US264
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
Structure Number: 183099, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804028, Lng: -78.428092), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 6%, Features Intersected: I87,US64WBYP,US264
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
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Structure Number: 183099, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804028, Lng: -78.428092), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 6%, Features Intersected: I87,US64WBYP,US264
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
Structure Number: 183099, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804028, Lng: -78.428092), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,250 (year 2019), Truck Traffic: 6%, Features Intersected: I87,US64WBYP,US264
Minimum Vertical Clearance: 6.01m (19.72ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.4m (135.8ft)
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Structure Number: 1830991, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804017, Lng: -78.427717), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 6%, Features Intersected: US64E,US264E
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.7m (136.8ft)
Structure Number: 1830991, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804017, Lng: -78.427717), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 6%, Features Intersected: US64E,US264E
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.7m (136.8ft)
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Structure Number: 1830991, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804017, Lng: -78.427717), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 6%, Features Intersected: US64E,US264E
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.7m (136.8ft)
Structure Number: 1830991, Location: .4 MI. W. JCT. SR2601 (Lat: 35.804017, Lng: -78.427717), Route carried "under" structure: Business US 64, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 9,000 (year 2018), Truck Traffic: 6%, Features Intersected: US64E,US264E
Minimum Vertical Clearance: 5.71m (18.73ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 41.7m (136.8ft)
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Structure Number: 1830992, Location: JCT. OF US64BYP & US64BUS (Lat: 35.803911, Lng: -78.425961), Route carried "under" structure: Business US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2017), Truck Traffic: 6%, Features Intersected: US64,US264E.RAMP
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.9m (140.7ft)
Structure Number: 1830992, Location: JCT. OF US64BYP & US64BUS (Lat: 35.803911, Lng: -78.425961), Route carried "under" structure: Business US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2017), Truck Traffic: 6%, Features Intersected: US64,US264E.RAMP
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.9m (140.7ft)
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Structure Number: 1830992, Location: JCT. OF US64BYP & US64BUS (Lat: 35.803911, Lng: -78.425961), Route carried "under" structure: Business US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2017), Truck Traffic: 6%, Features Intersected: US64,US264E.RAMP
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.9m (140.7ft)
Structure Number: 1830992, Location: JCT. OF US64BYP & US64BUS (Lat: 35.803911, Lng: -78.425961), Route carried "under" structure: Business US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 9,500 (year 2017), Truck Traffic: 6%, Features Intersected: US64,US264E.RAMP
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.9m (140.7ft)
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Structure Number: 1831625, Location: 1.64 MI. W. JCT. SR2503 (Lat: 35.782889, Lng: -78.440861), Route carried "under" structure: Interstate 87, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 66,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2502
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 3.566, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
Structure Number: 1831625, Location: 1.64 MI. W. JCT. SR2503 (Lat: 35.782889, Lng: -78.440861), Route carried "under" structure: Interstate 87, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 66,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2502
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 3.566, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
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Structure Number: 1831625, Location: 1.64 MI. W. JCT. SR2503 (Lat: 35.782889, Lng: -78.440861), Route carried "under" structure: Interstate 87, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 66,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2502
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 3.566, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)
Structure Number: 1831625, Location: 1.64 MI. W. JCT. SR2503 (Lat: 35.782889, Lng: -78.440861), Route carried "under" structure: Interstate 87, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 66,500 (year 2019), Truck Traffic: 16%, Features Intersected: SR2502
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 3.566, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.4m (122.7ft)