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PEARL PARKWAY over LITTLE SUGAR CREEK

Map 

Coordinates:
+35.21153, -80.83673
35°12'41" N, 80°50'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEARL PARKWAY over LITTLE SUGAR CREEK
Structure number:000000001190399
Location:50'.E.JCT.KENILWORTH AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:100.1 ft. [30.5 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span 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: April 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,800 [as of 1993]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:76.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201676.0GoodGoodGoodGood-16800
April 201476.0GoodGoodGoodGood-16800
April 201276.0GoodGoodGoodGood-16800
April 201076.0GoodVery GoodVery GoodVery Good-16800
April 200851.4FairSatisfactorySatisfactoryGoodFO16800
February 200651.4FairSatisfactorySatisfactoryGoodFO16800
April 200451.4FairSatisfactoryGoodGoodFO16800
July 200251.4FairSatisfactoryGoodGoodFO16800
August 200051.4FairSatisfactoryGoodGoodFO16800
March 199853.5FairSatisfactoryGoodSatisfactoryFO16800
May 199054.8FairSatisfactorySatisfactorySatisfactoryFO12000