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PARK RD over BRIAR CREEK

Map 

Coordinates:
+35.15843, -80.84860
35°09'30" N, 80°50'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARK RD over BRIAR CREEK
Structure number:000000001190021
Location:0.95MI.S.JCT.WOODLANW RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:38.1 ft. [11.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:57.4 ft. [17.5 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:31,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:89.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201489.4Not deficientGoodSatisfactoryGood31000
June 201270.0Not deficientFairFairGood16500
June 201072.9Not deficientGoodGoodGood16500
July 200872.9Not deficientGoodGoodGood16500
April 200684.0Not deficientGoodGoodGood16500
April 200479.9Not deficientGoodGoodGood16500
July 200276.9Not deficientGoodGoodGood16500
August 200076.9Not deficientGoodGoodGood16500
March 199876.9Not deficientGoodGoodGood16500
May 199082.8Not deficientSatisfactorySatisfactorySatisfactory12450