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Bridge Statistics for Henderson, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Henderson, NC, North Carolina, North Carolina forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 113 meters (371ft) Total costs: $5,873,000 Total average daily traffic: 311,030 Total average daily truck traffic: 19,571 National Bridge Inventory (NBI) Registered Bridges for Henderson
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: 1810014, Location: 0.3 MI. S.OF SR1214 (Lat: 36.321861, Lng: -78.385444), Route carried "on" structure: State highway 39, Year Built: 1955, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 17,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 34,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US1BYP. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $183,000, Total Project Cost: $1,100,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1810017, Location: 0.6 MI E JCT SR1311 (Lat: 36.345500, Lng: -78.420750), Route carried "on" structure: State highway 1310, Year Built: 1989, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 190 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 380 (year 2025), Design Load: HS 20+Mod, Features Intersected: NUTBUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 1810027, Location: 0.3MI.N.JCT.SR1163 (Lat: 36.340333, Lng: -78.410611), Route carried "on" structure: State highway 39, Year Built: 1970, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 15,000 (year 2004), Truck Traffic: 12%, Average Future Daily Traffic: 30,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I85 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1810028, Location: 0.1MI.W.OF SR1538 (Lat: 36.299361, Lng: -78.395000), Route carried "on" structure: State highway 1148, Year Built: 1955, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 3,700 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 7,400 (year 2025), Design Load: H 15, Features Intersected: US1BYP. 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: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $130,000, Total Project Cost: $779,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1810029, Location: 0.7MI.S.US158BYP (Lat: 36.327306, Lng: -78.448889), Route carried "on" structure: State highway 1295, Year Built: 2004, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 3,100 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2025), Design Load: HS 20+Mod, Features Intersected: I85 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.3m (142.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 26.5m (86.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1810031, Location: 0.3MI.S.US158BYP. (Lat: 36.333333, Lng: -78.438333), Route carried "on" structure: State highway 1162, Year Built: 1970, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 20,000 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 40,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: I85 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.3 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 replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,013,000, Roadway Improvement Cost: $253,000, Total Project Cost: $1,520,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1810032, Location: 0.4 MI.E JCT SR1214 (Lat: 36.328778, Lng: -78.379222), Route carried "on" structure: State highway 1518, Year Built: 1955, Status: Posted for load, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 3,100 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 6,200 (year 2025), Design Load: HS 15, Features Intersected: US1BYP. 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: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 5.64m (18.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $447,000, Roadway Improvement Cost: $112,000, Total Project Cost: $671,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 181005, Location: 0.9 MI. N. JCT. NC39 (Lat: 36.345778, Lng: -78.395611), Route carried "on" structure: Interstate 85, Year Built: 1957, Status: Open, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 16,000 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 32,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: US158SBL.RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 346.418, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), 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: 9.6m (31.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $684,000, Roadway Improvement Cost: $171,000, Total Project Cost: $1,026,000 ( Estimate for 2008), 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: 1810054, Location: 0.3 MI. W. US158 BUS (Lat: 36.347806, Lng: -78.393556), Route carried "on" structure: State highway 1312, Year Built: 1957, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 940 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 1,880 (year 2025), Design Load: H 15, Features Intersected: I85 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: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), 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: 9.6m (31.5ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.74m (22.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $518,000, Roadway Improvement Cost: $130,000, Total Project Cost: $777,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1810119, Location: 0.1MI.S.MP214 (Lat: 36.339278, Lng: -78.418528), Route carried "on" structure: Interstate 85, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 38,000 (year 2004), Truck Traffic: 16%, Average Future Daily Traffic: 76,000 (year 2025), Design Load: HS 20+Mod, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 3 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: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008 Find on map >>
Structure Number: 1810014, Location: 0.3 MI. S.OF SR1214 (Lat: 36.321861, Lng: -78.385444), Route carried "under" structure: Bypass US 1, Year Built: 1955, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 11,000 (year 2004), Features Intersected: US1BYP., Facility Carried by Structure: NC39 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 1810027, Location: 0.3MI.N.JCT.SR1163 (Lat: 36.340333, Lng: -78.410611), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 34,000 (year 2002), Features Intersected: I85, Facility Carried by Structure: NC39 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 34.497, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 1810028, Location: 0.1MI.W.OF SR1538 (Lat: 36.299361, Lng: -78.395000), Route carried "under" structure: Bypass US 1, Year Built: 1955, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 10,000 (year 2004), Features Intersected: US1BYP. Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Find on map >>
Structure Number: 1810029, Location: 0.7MI.S.US158BYP (Lat: 36.327306, Lng: -78.448889), Route carried "under" structure: Interstate 85, Year Built: 2004, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 32,000 (year 2004), Features Intersected: I85, Facility Carried by Structure: SR1295 Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 340.947, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.3m (142.1ft) Find on map >>
Structure Number: 1810031, Location: 0.3MI.S.US158BYP. (Lat: 36.333333, Lng: -78.438333), Route carried "under" structure: Interstate 85, Year Built: 1970, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 32,000 (year 2004), Features Intersected: I85, Facility Carried by Structure: SR1162 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 342.395, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 1810032, Location: 0.4 MI.E JCT SR1214 (Lat: 36.328778, Lng: -78.379222), Route carried "under" structure: Bypass US 1, Year Built: 1955, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 10,000 (year 2004), Features Intersected: US1BYP. Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 1810035, Location: 0.3 MI S US 158 BYPASS (Lat: 36.335139, Lng: -78.436667), Route carried "under" structure: Interstate 85, Year Built: 1972, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 32,000 (year 2004), Truck Traffic: 16%, Features Intersected: I85, Facility Carried by Structure: SOUTHERN RR Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 342.395, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 181005, Location: 0.9 MI. N. JCT. NC39 (Lat: 36.345778, Lng: -78.395611), Route carried "under" structure: Bypass US 158, Year Built: 1957, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 9,000 (year 2002), Features Intersected: US158SBL.RAMP, Facility Carried by Structure: I85 NBL Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 1810054, Location: 0.3 MI. W. US158 BUS (Lat: 36.347806, Lng: -78.393556), Route carried "under" structure: Interstate 85, Year Built: 1957, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 24,000 (year 2004), Features Intersected: I85, Facility Carried by Structure: SR1312 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 34.674, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 17.4m (57.1ft) Discuss this city on our hugely popular North Carolina forum Back to: Henderson, NC, North Carolina, All US cities.
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