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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]
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 2014 

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

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201476.0Not deficientGoodGoodGood16800
April 201276.0Not deficientGoodGoodGood16800
April 201076.0Not deficientVery GoodVery GoodVery Good16800
April 200851.4Functionally obsoleteSatisfactorySatisfactoryGood16800
February 200651.4Functionally obsoleteSatisfactorySatisfactoryGood16800
April 200451.4Functionally obsoleteSatisfactoryGoodGood16800
July 200251.4Functionally obsoleteSatisfactoryGoodGood16800
August 200051.4Functionally obsoleteSatisfactoryGoodGood16800
March 199853.5Functionally obsoleteSatisfactoryGoodSatisfactory16800
May 199054.8Functionally obsoleteSatisfactorySatisfactorySatisfactory12000