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Bridge Statistics for Cary, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cary, NC, North Carolina, North Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 58
Total length: 152 meters (499ft) Total costs: $2,206,000 Total average daily traffic: 1,474,000 Total average daily truck traffic: 167,739 National Bridge Inventory (NBI) Registered Bridges for Cary
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1830324, Location: 0.01MI.E.JCT.BRUCE STREET (Lat: 35.752278, Lng: -78.794361), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SWIFT CREEK TRIBUTARY, Facility Carried by Structure: QUEENSFERRY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable 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: Febuary 10 Find on map >>
Structure Number: 1830327, Location: 0.2 MI.E.EDINBURGH RD. (Lat: 35.741889, Lng: -78.795000), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SWIFT CREEK TRIBUTARY, Facility Carried by Structure: GLASGOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 183045, Location: 0.01 MI. E OF SR3011 (Lat: 35.790000, Lng: -78.858333), Route carried "on" structure: State highway 1615, Year Built: 2007, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 14,000 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 28,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: DURHAM & SOUTHERN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.63m (11.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2009, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $88,000, Total Project Cost: $530,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1830621, Location: 0.1MI.E.JCT.HEARTWOOD DR. (Lat: 35.726417, Lng: -78.764667), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 5,000 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 10,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOCHMERE LAKE SPILLWAY, Facility Carried by Structure: LOCHMERE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1830623, Location: 0.1 MI.S.JCT.US64 (Lat: 35.738722, Lng: -78.805444), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,000 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WMS.CREEK TRIB., Facility Carried by Structure: GREGSON DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 183064, Location: .5MI.W.JCT.N.HARRISON AVE (Lat: 35.829944, Lng: -78.785889), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 1,000 (year 1989), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: WESTON PARKWAY WBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $139,000, Total Project Cost: $834,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1830641, Location: .5MI.W.JCT.HARRISON AVE. (Lat: 35.830028, Lng: -78.785833), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 1,000 (year 1991), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: WESTON PARKWAY EBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.99m (26.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Bridge Improvement Cost: $561,000, Roadway Improvement Cost: $140,000, Total Project Cost: $842,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1830674, Location: 200'W.JCT.MADISON AVE. (Lat: 35.794194, Lng: -78.798694), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2025), Design Load: HS 20+Mod, Features Intersected: COLES BRANCH, Facility Carried by Structure: CAROUSEL LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1830675, Location: .8MI.W.JCT.N.HARRISON AVE (Lat: 35.821667, Lng: -78.785000), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,700 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 5,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: CARY PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1830676, Location: .1MI.W.JCT.HIGH HOUSE RD. (Lat: 35.798417, Lng: -78.817778), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 10,200 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 20,400 (year 2025), Design Load: HS 20+Mod, Features Intersected: CRABTREE CREEK, Facility Carried by Structure: CARY PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 27.6m (90.6ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, 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: Febuary 10 Find on map >>
Structure Number: 1830677, Location: .7 MI.W.KILDAIRE FARM RD. (Lat: 35.755944, Lng: -78.795361), Route carried "on" structure: City street , Year Built: 1988, Year Reconstructed: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15,100 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 30,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: SWIFT CREEK, Facility Carried by Structure: CARY PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1830678, Location: .02MI.N.JCT.OLD RALEIGH R (Lat: 35.739194, Lng: -78.809861), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 500 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WILLIAMS CREEK, Facility Carried by Structure: MACKENAN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1830679, Location: .06 MI.N.JCT.WELLINGBROUH (Lat: 35.749861, Lng: -78.761806), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: STRAIGHT BRANCH, Facility Carried by Structure: FOREST PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 183068, Location: 0.3 MI.E.JCT.NC55 (Lat: 35.778333, Lng: -78.867500), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 500 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: PARKSCENE LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1830681, Location: .05 MI.W.JCT.HARRISON AVE (Lat: 35.810528, Lng: -78.782167), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,000 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 6,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: WEST.DYNASTY DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, 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: Febuary 10 Find on map >>
Structure Number: 1830682, Location: 0.1 MI.W.JCT.GREGORY DR. (Lat: 35.800194, Lng: -78.776583), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 600 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 1,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: BELHAVEN DR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1830722, Location: .3 MI.E.JCT.CARPANTER RD. (Lat: 35.773167, Lng: -78.855417), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 1,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WHITE OAK CREEK TRIB., Facility Carried by Structure: PARK VILLAGE DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, 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: Febuary 10 Find on map >>
Structure Number: 1830723, Location: .4 MI.W.JCT.HARRISON AVE. (Lat: 35.811722, Lng: -78.787556), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK TRIBUTARY, Facility Carried by Structure: W.DYNASTY DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1830724, Location: 0.3 MI.S.JCT.US64 (Lat: 35.737333, Lng: -78.809611), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 700 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: WILLIAM CREEK TRIB., Facility Carried by Structure: MACKENAN DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, 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: Febuary 10 Find on map >>
Structure Number: 1830737, Location: 1.0MI.E.JCT.NC54 (Lat: 35.822972, Lng: -78.807083), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,000 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 4,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: CRABTREE CREEK TRIBUTARY, Facility Carried by Structure: WESTON PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 25 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1831065, Location: .4MI.N.JCT CHAPEL HILL RD (Lat: 35.796972, Lng: -78.774972), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 250 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 500 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: KINGSWOOD DRIVE Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 10 Find on map >>
Structure Number: 1831104, Location: 0.3 MI.S.JCT.GREENLEVEL R (Lat: 35.816722, Lng: -78.905722), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 800 (year 1999), Truck Traffic: 7%, Average Future Daily Traffic: 1,600 (year 2025), Design Load: HS 20+Mod, Features Intersected: PANTHER CREEK, Facility Carried by Structure: CARY GLEN BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1831208, Location: 0.3 MI.S.JCT.NC54 (Lat: 35.803694, Lng: -78.814806), Route carried "on" structure: State highway 3112, Year Built: 2001, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 120,000 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 24,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1831209, Location: 0.3 MI.S.JCT.NC54 (Lat: 35.803667, Lng: -78.815222), Route carried "on" structure: State highway 3112, Year Built: 2001, Status: Open, Structure Length: 11.13m (36.52ft), Average Daily Traffic: 12,000 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 24,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 19 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1831212, Location: 0.1MI.E.JCT.ROCKPORT ROAD (Lat: 35.808861, Lng: -78.864417), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 250 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 500 (year 2025), Design Load: HS 20+Mod, Features Intersected: HATCHET GROVE TRIBUTARY, Facility Carried by Structure: HERITAGE PINES DR. Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 1831317, Location: .2MI.S.JCT.MORRISVILLE PW (Lat: 35.810833, Lng: -78.863556), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 1,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: HATCHET GROVE TRIBUTARY, Facility Carried by Structure: LOUIS STEVENS DR. Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.0m, Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 41.4 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 10 Find on map >>
Structure Number: 183051, Location: 0.2MI.SE.NC54 (Lat: 35.790194, Lng: -78.775028), Route carried "under" structure: City street , Year Built: 1922, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 14,500 (year 1991), Truck Traffic: 7%, Features Intersected: E.DURHAM R. (SR1697), Facility Carried by Structure: SAL &SOU RR Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft) Find on map >>
Structure Number: 1830555, Location: 0.2 MI. W JCT. US1&64 (Lat: 35.767556, Lng: -78.735222), Route carried "under" structure: Ramp Interstate 40, Year Built: 1982, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 55,500 (year 2005), Truck Traffic: 16%, Features Intersected: I40 RAMP WBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 470.793, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 1830697, Location: 50'MI.E.LUMLEY RD. (Lat: 35.898333, Lng: -78.783333), Route carried "under" structure: Interstate 540, Year Built: 1996, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 28,500 (year 2004), Truck Traffic: 16%, Features Intersected: I540, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 5.471, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 1830766, Location: 0.2MI.W.JCT.US1 (Lat: 35.749333, Lng: -78.796056), Route carried "under" structure: US 64, Year Built: 1993, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 96,000 (year 2001), Truck Traffic: 12%, Features Intersected: US64, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Length of Maximum Span: 54.3m (178.1ft) Find on map >>
Structure Number: 1830767, Location: 300'W.JCT.US1 (Lat: 35.737861, Lng: -78.797306), Route carried "under" structure: US 64, Year Built: 1993, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 96,000 (year 2001), Truck Traffic: 12%, Features Intersected: US64, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 0.000, Lanes under structure: 8, Material/Design: Steel, Length of Maximum Span: 57.3m (188.0ft) Find on map >>
Structure Number: 1830798, Location: 4.0MI.S.I40 (Lat: 35.735444, Lng: -78.795889), Route carried "under" structure: US 1, Year Built: 1993, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 37,000 (year 2007), Truck Traffic: 2%, Features Intersected: US1, Facility Carried by Structure: OVERHEAD S Minimum Vertical Clearance: 7.08m (23.23ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Length of Maximum Span: 53.0m (173.9ft) Find on map >>
Structure Number: 1830799, Location: 3.4 MI.S.I40 (Lat: 35.738472, Lng: -78.790583), Route carried "under" structure: Ramp US 1, Year Built: 2008, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 42,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1, Facility Carried by Structure: OVERHEAD S Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 18308, Location: 3.5 MI.S.I40 (Lat: 35.739556, Lng: -78.789361), Route carried "under" structure: US 1, Year Built: 1993, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 42,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 SBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 7.44m (24.41ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 1830801, Location: 0.5 MI.S.I40 (Lat: 35.763056, Lng: -78.744722), Route carried "under" structure: Ramp US 1, Year Built: 1993, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 RAMP, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 1830803, Location: 0.3 MI.S.I40 (Lat: 35.764694, Lng: -78.740889), Route carried "under" structure: Ramp US 1, Year Built: 1993, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 38,000 (year 2007), Truck Traffic: 12%, Features Intersected: US1 COLLECTOR, Facility Carried by Structure: OVERHEAD S Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 1830873, Location: 0.8 MI.W.LUMLEY RD. (Lat: 35.911611, Lng: -78.797944), Route carried "under" structure: Interstate 540, Year Built: 1996, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 43,500 (year 2008), Truck Traffic: 16%, Features Intersected: I-540 SBL, Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.183, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 1830874, Location: 0.1 MI.N.SR1644 (Lat: 35.894917, Lng: -78.801472), Route carried "under" structure: Interstate 540, Year Built: 1996, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 43,500 (year 2008), Truck Traffic: 16%, Features Intersected: I-540 SBL, Facility Carried by Structure: OVERHEAD SIGN (VM) Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 3.862, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 1830882, Location: 0.1MI.W. SR1643 (Lat: 35.886194, Lng: -78.820000), Route carried "under" structure: Interstate 540, Year Built: 1998, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 34,000 (year 2008), Truck Traffic: 16%, Features Intersected: I-540 WBL, Facility Carried by Structure: OVERHEAD SIGN (VM) Minimum Vertical Clearance: 7.41m (24.31ft), Kilometerpoint: 0.177, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 1830883, Location: 0.3MI.W. SR1643 (Lat: 35.881250, Lng: -78.824194), Route carried "under" structure: Interstate 540, Year Built: 1998, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 34,000 (year 2008), Truck Traffic: 16%, Features Intersected: I-540(OUTER), Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 1830921, Location: 0.4 MI.N.I-40 (Lat: 35.856528, Lng: -78.796361), Route carried "under" structure: State highway 1002, Year Built: 1969, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,000 (year 1998), Truck Traffic: 6%, Features Intersected: SR1002 NBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 1830922, Location: 0.5MI.N.I-40 (Lat: 35.858167, Lng: -78.797667), Route carried "under" structure: State highway 1002, Year Built: 1969, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,000 (year 2001), Truck Traffic: 6%, Features Intersected: SR1002 NBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 1830923, Location: 0.7MI.N. I-40 (Lat: 35.860667, Lng: -78.812000), Route carried "under" structure: State highway 1002, Year Built: 1969, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 7,000 (year 2001), Truck Traffic: 6%, Features Intersected: SR1002 SBL, Facility Carried by Structure: OVERHEAD SBL Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 1830924, Location: 1.0MI.N.I-40 (Lat: 35.863278, Lng: -78.804028), Route carried "under" structure: State highway 1002, Year Built: 1969, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,000 (year 2001), Truck Traffic: 6%, Features Intersected: SR1002 NBL, Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 13.4m (44.0ft) Find on map >>
Structure Number: 1830925, Location: 1.2MI.N.I-40 (Lat: 35.865917, Lng: -78.803861), Route carried "under" structure: State highway 1002, Year Built: 1969, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 7,000 (year 2001), Truck Traffic: 6%, Features Intersected: SR1002 NBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 1830926, Location: 1.1MI.S.I-540 (Lat: 35.870361, Lng: -78.805722), Route carried "under" structure: State highway 3097, Year Built: 1969, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 7,000 (year 2001), Truck Traffic: 6%, Features Intersected: SR3097 SBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 1830927, Location: 1.2MI.S.I-540 (Lat: 35.886833, Lng: -78.805361), Route carried "under" structure: State highway 3097, Year Built: 1969, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 7,000 (year 2001), Truck Traffic: 6%, Features Intersected: SR3097 SBL, Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 1831217, Location: 0.1 MI.S. JCT.SR1313 (Lat: 35.761250, Lng: -78.747667), Route carried "under" structure: US 1, Year Built: 2008, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 SB/US64 WB(COL), Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 15.8m (51.8ft) Find on map >>
Structure Number: 1831218, Location: 0.6 MI.S.JCT.SR1313 (Lat: 35.757778, Lng: -78.754528), Route carried "under" structure: US 1, Year Built: 2008, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 SB/US64 WB(COL), Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 10.7m (35.1ft) Find on map >>
Structure Number: 1831219, Location: 0.9 MI.S.JCT.SR1313 (Lat: 35.754444, Lng: -78.761083), Route carried "under" structure: US 1, Year Built: 2008, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 SB/ US64 WB (COL), Facility Carried by Structure: OVERHEAD SIGN & VM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 1831221, Location: 0.5 MI.S. JCT.SR3977 (Lat: 35.744472, Lng: -78.779944), Route carried "under" structure: US 1, Year Built: 2008, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 42,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 SB/ US64 WB(COL), Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 1831222, Location: 250` N.JCT.SR1009 (Lat: 35.737861, Lng: -78.792444), Route carried "under" structure: US 1, Year Built: 2008, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 42,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 SBL, Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 3, Material/Design: Steel, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 1831223, Location: 0.7 MI.N.JCT.SR1009 (Lat: 35.743139, Lng: -78.781694), Route carried "under" structure: US 1, Year Built: 2008, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 42,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 NB / US64 EB(COL), Facility Carried by Structure: OVERHEAD SIGN & VM Minimum Vertical Clearance: 5.99m (19.65ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 1831224, Location: 1.2 MI.N.JCT.SR1009 (Lat: 35.747000, Lng: -78.774361), Route carried "under" structure: US 1, Year Built: 2006, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 42,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 NB / US64 EB(COL), Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 11.0m (36.1ft) Find on map >>
Structure Number: 1831225, Location: 0.5 MI.N.JCT.SR3977 (Lat: 35.766194, Lng: -78.813556), Route carried "under" structure: US 1, Year Built: 2006, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 NB / US64 EB(COL), Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 11.0m (36.1ft) Find on map >>
Structure Number: 1831226, Location: 1.0 MI. N. JCT.SR3977 (Lat: 35.755972, Lng: -78.757000), Route carried "under" structure: US 1, Year Built: 2008, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 NB / US64 EB(COL), Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 11.6m (38.1ft) Find on map >>
Structure Number: 1831227, Location: 1.5 MI.N.JCT.SR3977 (Lat: 35.759361, Lng: -78.749556), Route carried "under" structure: US 1, Year Built: 2006, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 NB / US64 EB(COL), Facility Carried by Structure: OVERHEAD SIGN Minimum Vertical Clearance: 7.33m (24.05ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 35.4m (116.1ft) Find on map >>
Structure Number: 1831228, Location: 1.8 MI.N.JCT.SR3977 (Lat: 35.761750, Lng: -78.745056), Route carried "under" structure: US 1, Year Built: 2006, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 56,500 (year 2007), Truck Traffic: 12%, Features Intersected: US1 NB / US64 EB(COL), Facility Carried by Structure: CANTILEVER SIGN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Length of Maximum Span: 17.1m (56.1ft)
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