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9942 (W. FIFTH ST) over IRWIN CREEK

Map 

Coordinates:
+35.23715, -80.85343
35°14'14" N, 80°51'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:9942 (W. FIFTH ST) over IRWIN CREEK
Structure number:000000001190388
Location:0.1 MI. E. JCT. I77
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:13.1 ft. [4.0 m]
Total length:54.1 ft. [16.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1960
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:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2012]
Truck traffic:7% 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:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201485.0Not deficient---9000
May 201273.0Not deficient---9800
June 201085.0Not deficient---12000
August 200885.0Not deficient---12000
August 200685.0Not deficient---8400
June 200485.0Not deficient---8400
May 200285.0Not deficient---8400
May 200085.0Not deficient---8400
April 199885.0Not deficient---8400
June 199074.0Not deficient---9200