Bridge Statistics for Hickory, North Carolina (NC) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 350038,  Location: 1.8 MI.N.JCT.OLD LENOIR R (Lat: 35.762944,  Lng: -81.360222),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 1,400 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,800 (year 2025),  Features Intersected: LAKE HICKORY INLET,  Facility Carried by Structure: 21ST AVE.NORTHWEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.4 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 350181,  Location: 0.1 MI.E.OLD LENOIR ROAD (Lat: 35.733528,  Lng: -81.350083),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,100 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: FRYE CREEK,  Facility Carried by Structure: 12TH AVENUE NW
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 continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

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: December 2009

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Structure Number: 350182,  Location: 0.2MI.E.JCT.OLD LENOIR RD (Lat: 35.951944,  Lng: -81.600083),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 9,100 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CRIPPLE CREEK,  Facility Carried by Structure: 12TH AVENUE NW.
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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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: December 2009

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Structure Number: 350306,  Location: 0.5 MI. W. JCT. SR1401 (Lat: 35.761000,  Lng: -81.318889),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,700 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,400 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: FALLING CREEK,  Facility Carried by Structure: 23RD. AVENUE NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2009

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Structure Number: 350327,  Location: 0.2 MI.E.JCT.NC127 (Lat: 35.784750,  Lng: -81.315222),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 100 (year 1998),  Average Future Daily Traffic: 200 (year 2025),  Features Intersected: FALLING CREEK,  Facility Carried by Structure: FALLING CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2009,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 350328,  Location: 0.1 MI.N.JCT.9TH AVE.NW. (Lat: 35.746111,  Lng: -81.352333),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 1998),  Average Future Daily Traffic: 200 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CRIPPLE CREEK,  Facility Carried by Structure: 8TH ST.LN.NW.
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2009,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 350363,  Location: .4MI.E.S.CENTER ST.(NC127 (Lat: 35.696444,  Lng: -81.346333),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 50 (year 2002),  Average Future Daily Traffic: 100 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BARGER BRANCH,  Facility Carried by Structure: FIRST STREET SE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2009,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $224,000 ( Estimate for 2007),  Deck Structure Type: Aluminum,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 350332,  Location: 0.4 MI. E. JCT. SR1007 (Lat: 35.711250,  Lng: -81.305944),  Route carried "under" structure: Interstate 40,  Year Built: 1996,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 33,000 (year 2005),  Truck Traffic: 16%,  Features Intersected: I40 EBL,  Facility Carried by Structure: CANTILEVER SIGN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.251,  Lanes under structure: 4,  Material/Design: Steel,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 350333,  Location: 0.8 MI. E. JCT. SR1007 (Lat: 35.710444,  Lng: -81.300139),  Route carried "under" structure: Interstate 40,  Year Built: 1996,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 33,000 (year 2005),  Truck Traffic: 16%,  Features Intersected: I40 WBL,  Facility Carried by Structure: CANTILEVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.895,  Lanes under structure: 3,  Material/Design: Steel,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 350334,  Location: 0.9 MI. E. JCT. SR1007 (Lat: 35.709222,  Lng: -81.298222),  Route carried "under" structure: Interstate 40,  Year Built: 1996,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 33,000 (year 2005),  Truck Traffic: 16%,  Features Intersected: I40 WBL,  Facility Carried by Structure: CANTILEVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.056,  Lanes under structure: 3,  Material/Design: Steel,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 350339,  Location: 0.1 MI. E. JCT. SR1005 (Lat: 35.702250,  Lng: -81.293389),  Route carried "under" structure: US 70,  Year Built: 1996,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,500 (year 2005),  Truck Traffic: 12%,  Features Intersected: US70,US321 BUS WBL,  Facility Carried by Structure: CANTILEVER SIGN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 5,  Material/Design: Steel,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: 350354,  Location: 0.45 MI. S. JCT. I40 (Lat: 35.701056,  Lng: -81.351528),  Route carried "under" structure: US 321,  Year Built: 2001,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 20,000 (year 2005),  Truck Traffic: 12%,  Features Intersected: US321 NBL,  Facility Carried by Structure: CANTILEVER SIGN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.916,  Lanes under structure: 3,  Material/Design: Steel,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 350357,  Location: 0.1 MI. E. JCT. US321 (Lat: 35.707833,  Lng: -81.352167),  Route carried "under" structure: Ramp Interstate 40,  Year Built: 2001,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 14,500 (year 2005),  Truck Traffic: 16%,  Features Intersected: I40 EBL COLLECTOR,  Facility Carried by Structure: CANTILEVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.068,  Lanes under structure: 2,  Material/Design: Steel,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 350358,  Location: 0.1 MI. W. JCT. US321 (Lat: 35.708472,  Lng: -81.354972),  Route carried "under" structure: Ramp Interstate 40,  Year Built: 2001,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 14,500 (year 2005),  Truck Traffic: 16%,  Features Intersected: I40 WBL COLLECTOR,  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: 14.9m (48.9ft)

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Structure Number: 350359,  Location: 0.5 MI. N. JCT. I40 (Lat: 35.715306,  Lng: -81.356111),  Route carried "under" structure: Alternate US 321,  Year Built: 2001,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21,500 (year 2003),  Truck Traffic: 12%,  Features Intersected: US321 SBL,  Facility Carried by Structure: CANTILEVER SIGN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.992,  Lanes under structure: 3,  Material/Design: Steel,  Length of Maximum Span: 10.1m (33.1ft)