Bridge Statistics for Knightdale, North Carolina (NC)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 48Number of bridges
- 768ft / 234mTotal length
- 1,109,975Total average daily traffic
- 155,660Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Knightdale
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 51970-1979
- 41990-1999
- 362000-2009
- 22010-2019
- Bridge Condition - Deck
- 52.4%Good
- 33.3%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 71.4%Good
- 4.8%Satisfactory
- 9.5%Fair
- Bridge Condition - Substructure
- 76.2%Good
- 23.8%Satisfactory
- Bridge Condition - Channel
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 570515, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937742, Lng: -80.233978), Route carried "on" structure: US 52, Year Built: 1990, Status: Open, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 18,750 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2932, WS SB RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.687, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 570515, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937742, Lng: -80.233978), Route carried "on" structure: US 52, Year Built: 1990, Status: Open, Structure Length: 10.05m (32.97ft), Average Daily Traffic: 18,750 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2932, WS SB RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.687, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 52), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 570516, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937942, Lng: -80.233686), Route carried "on" structure: Interstate 285, Year Built: 1990, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 18,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2932, WS SB RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.687, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 570516, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937942, Lng: -80.233686), Route carried "on" structure: Interstate 285, Year Built: 1990, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 18,750 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 37,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2932, WS SB RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.687, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 85), Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 183002, Location: 0.5 MI. E. JCT. NC39 (Lat: 35.834744, Lng: -78.260914), Route carried "on" structure: State highway 97, Year Built: 2017, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,900 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOCASSIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 97), 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: 31.6m (103.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 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, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 183002, Location: 0.5 MI. E. JCT. NC39 (Lat: 35.834744, Lng: -78.260914), Route carried "on" structure: State highway 97, Year Built: 2017, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,900 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: MOCASSIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 97), 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: 31.6m (103.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 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, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830028, Location: 0.9 MI. W. JCT. SR2516 (Lat: 35.754514, Lng: -78.532156), Route carried "on" structure: State highway 1007, Year Built: 1959, Status: Posted for load, Structure Length: 10.72m (35.17ft), Average Daily Traffic: 14,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER
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: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: May 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830028, Location: 0.9 MI. W. JCT. SR2516 (Lat: 35.754514, Lng: -78.532156), Route carried "on" structure: State highway 1007, Year Built: 1959, Status: Posted for load, Structure Length: 10.72m (35.17ft), Average Daily Traffic: 14,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 28,000 (year 2040), Design Load: HS 15, Features Intersected: NEUSE RIVER
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: 7, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: May 2021, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830029, Location: 0.6 MI. E. JCT. SR2516 (Lat: 35.754186, Lng: -78.508650), Route carried "on" structure: State highway 1007, Year Built: 2009, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 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: August 2021
Structure Number: 1830029, Location: 0.6 MI. E. JCT. SR2516 (Lat: 35.754186, Lng: -78.508650), Route carried "on" structure: State highway 1007, Year Built: 2009, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,500 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLARKS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.1 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: August 2021
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Structure Number: 1830143, Location: 1.0 MI. S. JCT. SR2049 (Lat: 35.818525, Lng: -78.522217), Route carried "on" structure: State highway 2217, Year Built: 2010, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAVER DAM 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1830143, Location: 1.0 MI. S. JCT. SR2049 (Lat: 35.818525, Lng: -78.522217), Route carried "on" structure: State highway 2217, Year Built: 2010, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 4,800 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAVER DAM 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: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, 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: 1830145, Location: 1.0 MI. W. JCT. SR2228 (Lat: 35.817953, Lng: -78.502803), Route carried "on" structure: State highway 2049, Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 1830145, Location: 1.0 MI. W. JCT. SR2228 (Lat: 35.817953, Lng: -78.502803), Route carried "on" structure: State highway 2049, Year Built: 1979, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,400 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 6,800 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVERDAM 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 1830153, Location: 0.5 MI. S. JCT. SR2217 (Lat: 35.854936, Lng: -78.478633), Route carried "on" structure: State highway 2227, Year Built: 1975, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,400 (year 2040), Features Intersected: HODGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1830153, Location: 0.5 MI. S. JCT. SR2217 (Lat: 35.854936, Lng: -78.478633), Route carried "on" structure: State highway 2227, Year Built: 1975, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,400 (year 2040), Features Intersected: HODGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1830192, Location: 1.53 MI. E. OF JCT SR2300 (Lat: 35.824653, Lng: -78.374819), Route carried "on" structure: State highway 2329, Year Built: 1973, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: HS 15, Features Intersected: US64E, US264E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.4 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 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1830192, Location: 1.53 MI. E. OF JCT SR2300 (Lat: 35.824653, Lng: -78.374819), Route carried "on" structure: State highway 2329, Year Built: 1973, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 6,700 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 13,400 (year 2040), Design Load: HS 15, Features Intersected: US64E, US264E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.4 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 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1831014, Location: 1.2ML. W. OF JCT. W.64BUS (Lat: 35.813386, Lng: -78.515100), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 31,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.949, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831014, Location: 1.2ML. W. OF JCT. W.64BUS (Lat: 35.813386, Lng: -78.515100), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 31,250 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 62,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEAVER DAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.949, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: May 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: 1831015, Location: 1.2 MI. W. JCT. US64BUS (Lat: 35.813392, Lng: -78.515386), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 33,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 67,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.949, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 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: Better than present minimum criteria, 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831015, Location: 1.2 MI. W. JCT. US64BUS (Lat: 35.813392, Lng: -78.515386), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 13.25m (43.47ft), Average Daily Traffic: 33,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 67,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: BEVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.949, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 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: Better than present minimum criteria, 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: May 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: 1831016, Location: JCT. OF US64 BUS & I-540 (Lat: 35.795447, Lng: -78.515319), Route carried "on" structure: Business US 64, Year Built: 2007, Status: Open, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-540
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.315, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831016, Location: JCT. OF US64 BUS & I-540 (Lat: 35.795447, Lng: -78.515319), Route carried "on" structure: Business US 64, Year Built: 2007, Status: Open, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 16,000 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 32,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-540
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.315, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 34.8m (114.2ft), Out-to-Out Width: 38.9m (127.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1831092, Location: 0.2 MI. N. JCT. SR2511 (Lat: 35.767075, Lng: -78.487083), Route carried "on" structure: State highway 2049, Year Built: 2004, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,800 (year 2025), 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: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.9m (163.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: 1831092, Location: 0.2 MI. N. JCT. SR2511 (Lat: 35.767075, Lng: -78.487083), Route carried "on" structure: State highway 2049, Year Built: 2004, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 6,400 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 12,800 (year 2025), 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: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.9m (163.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BYP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 30,000 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 60,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BYP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 14, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.8m (120.7ft), 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: May 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: 1831098, Location: 0.38 MI. W. JCT. US64BYP (Lat: 35.767408, Lng: -78.508558), Route carried "on" structure: Ramp Interstate 540, Year Built: 2007, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 14,875 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 29,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BYP
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: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831098, Location: 0.38 MI. W. JCT. US64BYP (Lat: 35.767408, Lng: -78.508558), Route carried "on" structure: Ramp Interstate 540, Year Built: 2007, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 14,875 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 29,750 (year 2040), Design Load: HS 20+Mod, Features Intersected: US64BYP
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: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 50.9m (167.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1831099, Location: 0.54 MI. W. JCT. US64BYP (Lat: 35.769019, Lng: -78.506358), Route carried "on" structure: Ramp Interstate 540, Year Built: 2007, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 59,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-540
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831099, Location: 0.54 MI. W. JCT. US64BYP (Lat: 35.769019, Lng: -78.506358), Route carried "on" structure: Ramp Interstate 540, Year Built: 2007, Status: Open, Structure Length: 9.81m (32.19ft), Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 59,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-540
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 18311, Location: 1 MI. E. JCT. SR2516 (Lat: 35.772639, Lng: -78.507053), Route carried "on" structure: State highway 2515, Year Built: 2007, Status: Open, Structure Length: 13.10m (42.98ft), Average Daily Traffic: 5,200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-540
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: 11.2m (36.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18311, Location: 1 MI. E. JCT. SR2516 (Lat: 35.772639, Lng: -78.507053), Route carried "on" structure: State highway 2515, Year Built: 2007, Status: Open, Structure Length: 13.10m (42.98ft), Average Daily Traffic: 5,200 (year 2013), Truck Traffic: 7%, Average Future Daily Traffic: 10,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-540
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: 11.2m (36.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 1831101, Location: 0.9M. E. JCT. US64BUS (Lat: 35.782947, Lng: -78.513156), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 38.58m (126.57ft), Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 59,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LYNWOOD RD.& NSRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.559, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831101, Location: 0.9M. E. JCT. US64BUS (Lat: 35.782947, Lng: -78.513156), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 38.58m (126.57ft), Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 59,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LYNWOOD RD.& NSRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.559, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 1831102, Location: JCT. I-540 & LYNWOOD RD. (Lat: 35.783056, Lng: -78.512919), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 38.58m (126.57ft), Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 59,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LYNWOOD RD. N&SRR CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.949, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 2, Length of Maximum Span: 38.7m (127.0ft), 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: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831102, Location: JCT. I-540 & LYNWOOD RD. (Lat: 35.783056, Lng: -78.512919), Route carried "on" structure: Interstate 540, Year Built: 2007, Status: Open, Structure Length: 38.58m (126.57ft), Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 59,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: LYNWOOD RD. N&SRR CRK.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.949, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 40), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Number Of Approach Spans: 2, Length of Maximum Span: 38.7m (127.0ft), 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: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: 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: April 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: 1831105, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767458, Lng: -78.465069), Route carried "on" structure: Interstate 87, Year Built: 2002, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 85,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831105, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767458, Lng: -78.465069), Route carried "on" structure: Interstate 87, Year Built: 2002, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 85,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1831202, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767639, Lng: -78.465308), Route carried "on" structure: Interstate 87, Year Built: 2002, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 85,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), 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, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831202, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767639, Lng: -78.465308), Route carried "on" structure: Interstate 87, Year Built: 2002, Status: Open, Structure Length: 4.78m (15.68ft), Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 85,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR2233
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 87), 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, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1831332, Location: 0.5 MI.W.JCT.SR2233 (Lat: 35.765564, Lng: -78.473453), Route carried "on" structure: Bypass US 64, Year Built: 2004, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 40,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 81,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831332, Location: 0.5 MI.W.JCT.SR2233 (Lat: 35.765564, Lng: -78.473453), Route carried "on" structure: Bypass US 64, Year Built: 2004, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 40,500 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 81,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: July 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: 1831333, Location: 0.5 MI.W.JCT.SR2233 (Lat: 35.765781, Lng: -78.473531), Route carried "on" structure: Bypass US 64, Year Built: 2004, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 85,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), 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: 25.2m (82.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1831333, Location: 0.5 MI.W.JCT.SR2233 (Lat: 35.765781, Lng: -78.473531), Route carried "on" structure: Bypass US 64, Year Built: 2004, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 85,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: POPLAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 2, Subroute: 64), Owner: State Highway Agency, Approaching Roadway Width: 18.5m (60.7ft), 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: 25.2m (82.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 570516, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937942, Lng: -80.233686), Route carried "under" structure: State highway 2932, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2013), Truck Traffic: 7%, Features Intersected: I285,US52,NC8N
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
Structure Number: 570516, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937942, Lng: -80.233686), Route carried "under" structure: State highway 2932, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 6,500 (year 2013), Truck Traffic: 7%, Features Intersected: I285,US52,NC8N
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
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Structure Number: 570516, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937942, Lng: -80.233686), Route carried "under" structure: State highway 2932, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 7%, Features Intersected: I285,US52,NC8N
Minimum Vertical Clearance: 7.31m (23.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
Structure Number: 570516, Location: 1.2 MI. S. JCT. SR1506 (Lat: 35.937942, Lng: -80.233686), Route carried "under" structure: State highway 2932, Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 7%, Features Intersected: I285,US52,NC8N
Minimum Vertical Clearance: 7.31m (23.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
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Structure Number: 1830192, Location: 1.53 MI. E. OF JCT SR2300 (Lat: 35.824653, Lng: -78.374819), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 12%, Features Intersected: SR2329
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 131.797, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
Structure Number: 1830192, Location: 1.53 MI. E. OF JCT SR2300 (Lat: 35.824653, Lng: -78.374819), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 12%, Features Intersected: SR2329
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 131.797, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
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Structure Number: 1830192, Location: 1.53 MI. E. OF JCT SR2300 (Lat: 35.824653, Lng: -78.374819), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 12%, Features Intersected: SR2329
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 131.797, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
Structure Number: 1830192, Location: 1.53 MI. E. OF JCT SR2300 (Lat: 35.824653, Lng: -78.374819), Route carried "under" structure: US 64, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 28,500 (year 2018), Truck Traffic: 12%, Features Intersected: SR2329
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 131.797, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
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Structure Number: 1830961, Location: 1.1 MI. N. JCT. SR1007 (Lat: 35.768267, Lng: -78.521369), Route carried "under" structure: Interstate 87, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 44,250 (year 2019), Truck Traffic: 16%, Features Intersected: SR2516
Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
Structure Number: 1830961, Location: 1.1 MI. N. JCT. SR1007 (Lat: 35.768267, Lng: -78.521369), Route carried "under" structure: Interstate 87, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 44,250 (year 2019), Truck Traffic: 16%, Features Intersected: SR2516
Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
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Structure Number: 1830961, Location: 1.1 MI. N. JCT. SR1007 (Lat: 35.768267, Lng: -78.521369), Route carried "under" structure: Interstate 87, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 44,250 (year 2019), Truck Traffic: 16%, Features Intersected: SR2516
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
Structure Number: 1830961, Location: 1.1 MI. N. JCT. SR1007 (Lat: 35.768267, Lng: -78.521369), Route carried "under" structure: Interstate 87, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 44,250 (year 2019), Truck Traffic: 16%, Features Intersected: SR2516
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.4m (99.7ft)
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Structure Number: 1831016, Location: JCT. OF US64 BUS & I-540 (Lat: 35.795447, Lng: -78.515319), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: US64BUS
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 7.315, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 1831016, Location: JCT. OF US64 BUS & I-540 (Lat: 35.795447, Lng: -78.515319), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: US64BUS
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 7.315, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 1831016, Location: JCT. OF US64 BUS & I-540 (Lat: 35.795447, Lng: -78.515319), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: US64BUS
Minimum Vertical Clearance: 5.75m (18.86ft), Kilometerpoint: 7.315, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 1831016, Location: JCT. OF US64 BUS & I-540 (Lat: 35.795447, Lng: -78.515319), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: US64BUS
Minimum Vertical Clearance: 5.75m (18.86ft), Kilometerpoint: 7.315, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 1831092, Location: 0.2 MI. N. JCT. SR2511 (Lat: 35.767075, Lng: -78.487083), Route carried "under" structure: Bypass US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 12%, Features Intersected: SR2049
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.9m (163.7ft)
Structure Number: 1831092, Location: 0.2 MI. N. JCT. SR2511 (Lat: 35.767075, Lng: -78.487083), Route carried "under" structure: Bypass US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 12%, Features Intersected: SR2049
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.9m (163.7ft)
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Structure Number: 1831092, Location: 0.2 MI. N. JCT. SR2511 (Lat: 35.767075, Lng: -78.487083), Route carried "under" structure: Bypass US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 12%, Features Intersected: SR2049
Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.9m (163.7ft)
Structure Number: 1831092, Location: 0.2 MI. N. JCT. SR2511 (Lat: 35.767075, Lng: -78.487083), Route carried "under" structure: Bypass US 64, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 42,500 (year 2019), Truck Traffic: 12%, Features Intersected: SR2049
Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 49.9m (163.7ft)
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Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2013), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2013), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2013), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 6.09m (19.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
Structure Number: 1831097, Location: 2 MI. E. JCT. US64BUS (Lat: 35.767375, Lng: -78.506439), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 34,500 (year 2013), Truck Traffic: 12%, Features Intersected: I540E
Minimum Vertical Clearance: 6.09m (19.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.8m (120.7ft)
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Structure Number: 1831098, Location: 0.38 MI. W. JCT. US64BYP (Lat: 35.767408, Lng: -78.508558), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 16%, Features Intersected: I540W RAMP
Minimum Vertical Clearance: 6.18m (20.28ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)
Structure Number: 1831098, Location: 0.38 MI. W. JCT. US64BYP (Lat: 35.767408, Lng: -78.508558), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 16%, Features Intersected: I540W RAMP
Minimum Vertical Clearance: 6.18m (20.28ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)
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Structure Number: 1831098, Location: 0.38 MI. W. JCT. US64BYP (Lat: 35.767408, Lng: -78.508558), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 16%, Features Intersected: I540W RAMP
Minimum Vertical Clearance: 8.32m (27.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)
Structure Number: 1831098, Location: 0.38 MI. W. JCT. US64BYP (Lat: 35.767408, Lng: -78.508558), Route carried "under" structure: Bypass US 64, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 40,250 (year 2018), Truck Traffic: 16%, Features Intersected: I540W RAMP
Minimum Vertical Clearance: 8.32m (27.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.9m (167.0ft)
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Structure Number: 1831099, Location: 0.54 MI. W. JCT. US64BYP (Lat: 35.769019, Lng: -78.506358), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: I-540W
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.4m (171.9ft)
Structure Number: 1831099, Location: 0.54 MI. W. JCT. US64BYP (Lat: 35.769019, Lng: -78.506358), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: I-540W
Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.4m (171.9ft)
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Structure Number: 18311, Location: 1 MI. E. JCT. SR2516 (Lat: 35.772639, Lng: -78.507053), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: SR2515
Minimum Vertical Clearance: 7.69m (25.23ft), Kilometerpoint: 7.742, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.2m (141.7ft)
Structure Number: 18311, Location: 1 MI. E. JCT. SR2516 (Lat: 35.772639, Lng: -78.507053), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: SR2515
Minimum Vertical Clearance: 7.69m (25.23ft), Kilometerpoint: 7.742, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.2m (141.7ft)
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Structure Number: 18311, Location: 1 MI. E. JCT. SR2516 (Lat: 35.772639, Lng: -78.507053), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: SR2515
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 7.742, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.2m (141.7ft)
Structure Number: 18311, Location: 1 MI. E. JCT. SR2516 (Lat: 35.772639, Lng: -78.507053), Route carried "under" structure: Interstate 540, Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 29,750 (year 2018), Truck Traffic: 16%, Features Intersected: SR2515
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 7.742, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.2m (141.7ft)
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Structure Number: 1831101, Location: 0.9M. E. JCT. US64BUS (Lat: 35.782947, Lng: -78.513156), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 500 (year 2007), Truck Traffic: 7%, Features Intersected: I-540 EB, Facility Carried by Structure: LYNWOODRD.
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 1831101, Location: 0.9M. E. JCT. US64BUS (Lat: 35.782947, Lng: -78.513156), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 500 (year 2007), Truck Traffic: 7%, Features Intersected: I-540 EB, Facility Carried by Structure: LYNWOODRD.
Minimum Vertical Clearance: 5.81m (19.06ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 1831102, Location: JCT. I-540 & LYNWOOD RD. (Lat: 35.783056, Lng: -78.512919), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 500 (year 2007), Truck Traffic: 7%, Features Intersected: I-540W, Facility Carried by Structure: LYNNRD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 1831102, Location: JCT. I-540 & LYNWOOD RD. (Lat: 35.783056, Lng: -78.512919), Route carried "under" structure: City street , Year Built: 2007, Structure Length: 0. m, Average Daily Traffic: 500 (year 2007), Truck Traffic: 7%, Features Intersected: I-540W, Facility Carried by Structure: LYNNRD
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
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Structure Number: 1831105, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767458, Lng: -78.465069), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264E
Minimum Vertical Clearance: 6.09m (19.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 1831105, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767458, Lng: -78.465069), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264E
Minimum Vertical Clearance: 6.09m (19.98ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 1831105, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767458, Lng: -78.465069), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264E
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 1831105, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767458, Lng: -78.465069), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264E
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 1831202, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767639, Lng: -78.465308), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264W
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 1831202, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767639, Lng: -78.465308), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264W
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 1831202, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767639, Lng: -78.465308), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264W
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 1831202, Location: 1.8 MI. W. OF JCT. SR2501 (Lat: 35.767639, Lng: -78.465308), Route carried "under" structure: State highway 2233, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 4,100 (year 2019), Truck Traffic: 6%, Features Intersected: I87S,US264W
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)