I40 over SMITH CREEK
Map
Coordinates:
+36.00475, -80.4495736°00'17" N, 80°26'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I40 over SMITH CREEK |
Structure number: | 000000000590082 |
Location: | 0.5 MI. W. JCT. NC801 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 8.9 ft. [2.7 m] |
Total length: | 25.9 ft. [7.9 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 37,000 [as of 2013] |
Truck traffic: | 16% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 72.5 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2018 | Fair | 6 out of 10 | 37000 | 72.5 |
November 2016 | Fair | 6 out of 10 | 37000 | 72.5 |
November 2014 | Fair | 6 out of 10 | 37000 | 72.5 |
November 2012 | Fair | 5 out of 10 | 35000 | 60.2 |
November 2010 | Fair | 6 out of 10 | 34000 | 73.3 |
November 2008 | Fair | 6 out of 10 | 35000 | 73.0 |
December 2006 | Fair | 6 out of 10 | 35000 | 73.0 |
December 2004 | Fair | 6 out of 10 | 34000 | 73.3 |
December 2002 | Fair | 6 out of 10 | 35000 | 73.0 |
January 2001 | Fair | 6 out of 10 | 33000 | 73.6 |
April 1999 | Fair | 6 out of 10 | 30700 | 74.3 |
January 1991 | Fair | 5 out of 10 | 27900 | 63.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 604 | 282 | 319 | 3 | 0 |