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PARK ROAD over LITTLE SUGAR CREEK

Map

Coordinates:
+35.15996, -80.84877
35°09'36" N, 80°50'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK ROAD over LITTLE SUGAR CREEK
Structure number:000000001190020
Location:0.8 MI.S.WOODLAWN RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:39.0 ft. [11.9 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:58.4 ft. [17.8 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:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
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:58.9 tons [53.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:52.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201652.0FairSatisfactoryFairFairFO31000
June 201452.0FairSatisfactoryFairFairFO31000
June 201244.2FairFairFairFairFO27000
June 201044.5FairGoodGoodSatisfactoryFO27000
August 200844.5FairGoodGoodSatisfactoryFO27000
March 200655.5FairGoodGoodSatisfactoryFO27000
April 200463.0GoodGoodGoodGoodFO27000
July 200263.0GoodGoodGoodGoodFO27000
August 200063.0GoodGoodGoodGoodFO27000
March 199863.0GoodGoodGoodGoodFO27000
May 199063.6FairGoodGoodSatisfactoryFO24900