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SR1525 over WILKINSON CREEK

Map 

Coordinates:
+35.80409, -79.15412
35°48'15" N, 79°09'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:25°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:1,400 [as of 2012]
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 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: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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:88.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201488.6Not deficient---1400
December 201297.6Not deficient---1500
December 201097.6Not deficient---1500
January 200997.5Not deficient---1900
November 200699.7Not deficient---1135
November 200499.7Not deficient---1135
December 200299.7Not deficient---1100
January 200199.7Not deficient---1100
February 199999.7Not deficient---1100
February 199799.7Not deficient---1100
February 199599.8Not deficient---1100
November 199399.8Not deficient---1100
November 199199.8Not deficient---1100