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SR1525 over WILKINSON CREEK

Map

Coordinates:
+35.80399, -79.15415
35°48'14" N, 79°09'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1525 over WILKINSON CREEK
Structure number:000000000370461
Old structure number:000000000037461 (from 1992 edition)
Location:0.2 MI. W. JCT. SR1524
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1975
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:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2014]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Fair5 out of 10140088.4
December 2016Fair5 out of 10140088.6
December 2014Fair5 out of 10140088.6
December 2012Fair6 out of 10150097.6
December 2010Fair6 out of 10150097.6
January 2009Fair6 out of 10190097.5
November 2006Fair6 out of 10113599.7
November 2004Fair6 out of 10113599.7
December 2002Fair6 out of 10110099.7
January 2001Fair6 out of 10110099.7
February 1999Fair6 out of 10110099.7
February 1997Good7 out of 10110099.7
February 1995Good7 out of 10110099.8
November 1993Good7 out of 10110099.8
November 1991Good8 out of 10110099.8