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SR2513 over CREEK

Map

Coordinates:
+35.38833, -80.53667
35°23'18" N, 80°32'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR2513 over CREEK
Structure number:000000000250344
Location:0.1 MI. N. JCT. SR2635
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1995
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:610 [as of 2008]
Truck traffic:6% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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: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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:90.5

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201690.5Fair6 out of 10-610
April 201490.5Fair6 out of 10-610
April 201278.8Fair5 out of 10-610
May 201094.1Good7 out of 10-100
June 200894.1Good7 out of 10-100
July 200694.1Good7 out of 10-100
May 200494.1Good8 out of 10-100
June 200294.1Good9 out of 10-100
January 200094.1Good9 out of 10-100