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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]
Design load:M 18 / H 20 [4]
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 2016 

Good/Fair/Poor Condition:Fair
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
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201689.4FairGoodSatisfactoryGood-31000
June 201489.4FairGoodSatisfactoryGood-31000
June 201270.0FairFairFairGood-16500
June 201072.9GoodGoodGoodGood-16500
July 200872.9GoodGoodGoodGood-16500
April 200684.0GoodGoodGoodGood-16500
April 200479.9GoodGoodGoodGood-16500
July 200276.9GoodGoodGoodGood-16500
August 200076.9GoodGoodGoodGood-16500
March 199876.9GoodGoodGoodGood-16500
May 199082.8FairSatisfactorySatisfactorySatisfactory-12450