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WESTINGHOUSE BLVD. over NORFOLK SOUTHERN RR

Map

Coordinates:
+35.11280, -80.88372
35°06'46" N, 80°53'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WESTINGHOUSE BLVD. over NORFOLK SOUTHERN RR
Structure number:000000001190378
Location:200'W.JCT.S.BLVD
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:64.0 ft. [19.5 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Vertical clearance below bridge:25.6 ft. [7.8 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1991
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 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
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:83.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201683.1FairFairGoodFair-17000
August 201483.1FairFairGoodFair-17000
March 201479.0FairFairGoodFairFO17000
May 201281.6FairFairGoodFair-12000
May 201094.0GoodGoodVery GoodVery Good-8300
July 200894.0GoodGoodVery GoodVery Good-8300
June 200696.2GoodGoodVery GoodVery Good-8300
April 200496.2GoodVery GoodVery GoodVery Good-8300
July 200296.2GoodVery GoodVery GoodVery Good-8300
July 200096.2GoodVery GoodVery GoodVery Good-8300
March 199897.2GoodVery GoodVery GoodVery Good-8300
May 199094.7GoodGoodGoodGood-500