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E.WESTINGHOUSE BLV over KINGS BRANCH

Map

Coordinates:
+35.11305, -80.89285
35°06'47" N, 80°53'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E.WESTINGHOUSE BLV over KINGS BRANCH
Structure number:000000001191012
Location:.2MI.E.JCT.NATIONS FORD R
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
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:17,000 [as of 2012]
Truck traffic:7% 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:70.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair5 out of 101700070.6
April 2014Fair5 out of 101700070.6
April 2012Fair5 out of 10100073.8
April 2010Good7 out of 10100084.8
April 2008Good7 out of 10100084.8
April 2006Good7 out of 10100084.8
May 2004Good7 out of 10100084.8