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Bridge Statistics for Mooresville, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Mooresville, NC, North Carolina, North Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 20
Total length: 102 meters (335ft) Total average daily traffic: 142,100 Total average daily truck traffic: 15,681 National Bridge Inventory (NBI) Registered Bridges for Mooresville
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 970044, Location: 0.4 MI E. JCT. US21 (Lat: 35.580000, Lng: -80.832917), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 15,000 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 30,000 (year 2025), Features Intersected: REED'S CREEK, Facility Carried by Structure: WILSONS AVE. 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 970534, Location: 0.3 MI.E.JCT.SHEARERS RD. (Lat: 35.555750, Lng: -80.805833), Route carried "on" structure: City street , Year Built: 2011, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 600 (year 1989), Truck Traffic: 7%, Average Future Daily Traffic: 1,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: DYE CREEK, Facility Carried by Structure: WHITE OAKS 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: Prestressed concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 41.7 metric tons, Inventory Rating: 32.7 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: December 11 Find on map >> Show street view
Structure Number: 970544, Location: 0.1 MI. E. JCT. NC150 (Lat: 35.587806, Lng: -80.827083), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,400 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 22,750 (year 2025), Features Intersected: BRANCH REEDS CREEK, Facility Carried by Structure: W.MCLELLAND AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 41.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2009 Find on map >> Show street view
Structure Number: 970545, Location: 0.2 MI. E. JCT. SR1306 (Lat: 35.590667, Lng: -80.823889), Route carried "on" structure: State highway 150, Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 35,000 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 70,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: BRANCH REEDS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 3, Subroute: 50), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 41.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 12 Find on map >> Show street view
Structure Number: 1831017, Location: @ JCT.NC55 (Lat: 35.845361, Lng: -78.889111), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 7,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 15,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: NC55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.700, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1831018, Location: @ JCT.NC55 (Lat: 35.845111, Lng: -78.888972), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 7,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 15,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: NC55 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.700, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1831019, Location: 0.2 MI.E. JCT.NC55 (Lat: 35.843639, Lng: -78.881417), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 7,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 14,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: DURHAM & SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.860, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.5m (83.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 183102, Location: 0.2 MI.E.JCT.NC55 (Lat: 35.843639, Lng: -78.881417), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 7,500 (year 2009), Truck Traffic: 12%, Average Future Daily Traffic: 15,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: DURHAM & SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.860, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.0m (82.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1831058, Location: 0.4 MI.E.JCT.NC55 (Lat: 35.844694, Lng: -78.878194), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 10,000 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 20,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOUISE STEVENS RD(SR991) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.182, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.6m (84.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1831059, Location: 0.4 MI.E.JCT. NC55 (Lat: 35.844861, Lng: -78.878194), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 6,500 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: LOUISE STEVENS RD(SR9910 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.182, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 183106, Location: 0.7 MI.E.JCT.NC55 (Lat: 35.844694, Lng: -78.878194), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 6,500 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: ACCESS RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.987, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 24.5m (80.4ft), Out-to-Out Width: 25.5m (83.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1831061, Location: 0.8 MI.E.JCT NC55 (Lat: 35.846694, Lng: -78.870194), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 6,500 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: ACCESS RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.987, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >> Show street view
Structure Number: 1831072, Location: 0.7 MI.E. JCT NC55 (Lat: 35.846528, Lng: -78.870833), Route carried "on" structure: State highway 540, Year Built: 2007, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 13,000 (year 2008), Truck Traffic: 12%, Average Future Daily Traffic: 26,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: KIT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.826, Lanes on structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 65.8m (215.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 41.7 metric tons, Inventory Rating: 32.7 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: April 11 Find on map >> Show street view
Structure Number: 1831017, Location: @ JCT.NC55 (Lat: 35.845361, Lng: -8.425578), Route carried "under" structure: State highway 55, Year Built: 2007, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 5,100 (year 2007), Truck Traffic: 12%, Features Intersected: NC55, Facility Carried by Structure: NC540 WBL Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >> Show street view
Structure Number: 1831018, Location: @ JCT.NC55 (Lat: 35.845111, Lng: -8.425564), Route carried "under" structure: State highway 55, Year Built: 2007, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 5,100 (year 2007), Truck Traffic: 12%, Features Intersected: NC55, Facility Carried by Structure: NC540 EBL Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >> Show street view
Structure Number: 1831058, Location: 0.4 MI.E.JCT.NC55 (Lat: 35.844694, Lng: -8.423375), Route carried "under" structure: Ramp County highway 9910, Year Built: 2007, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 6%, Features Intersected: SR9910, Facility Carried by Structure: NC540 WBL Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >> Show street view
Structure Number: 1831058, Location: 0.4 MI.E.JCT.NC55 (Lat: 35.844694, Lng: -8.423375), Route carried "under" structure: Ramp County highway 9910, Year Built: 2007, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 6%, Features Intersected: SR9910, Facility Carried by Structure: NC540 WBL Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >> Show street view
Structure Number: 1831059, Location: 0.4 MI.E.JCT. NC55 (Lat: 35.844861, Lng: -8.423375), Route carried "under" structure: State highway 9910, Year Built: 2007, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 7%, Features Intersected: LOUISE STEVENS RD(, Facility Carried by Structure: NC540 EBL Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >> Show street view
Structure Number: 183106, Location: 0.7 MI.E.JCT.NC55 (Lat: 35.844694, Lng: -8.423375), Route carried "under" structure: Other road , Year Built: 2007, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 7%, Features Intersected: ACCESS RD., Facility Carried by Structure: NC540 WBL Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >> Show street view
Structure Number: 1831061, Location: 0.8 MI.E.JCT NC55 (Lat: 35.846694, Lng: -8.422575), Route carried "under" structure: Other road , Year Built: 2007, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 7%, Features Intersected: ACCESS RD., Facility Carried by Structure: NC540 EBL Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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