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SHARON ROAD over LITTLE SUGAR CREEK

Map 

Coordinates:
+35.11826, -80.86817
35°07'06" N, 80°52'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHARON ROAD over LITTLE SUGAR CREEK
Structure number:000000001190387
Location:0.9 MI.E.JCT.S.BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:58.1 ft. [17.7 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans 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:20,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 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:90.9 tons [82.6 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201476.6Functionally obsoleteFairGoodGood20000
April 201278.8Functionally obsoleteFairGoodGood9900
April 201079.8Functionally obsoleteSatisfactoryVery GoodVery Good9900
April 200879.8Functionally obsoleteSatisfactoryVery GoodVery Good9900
April 200679.8Functionally obsoleteGoodVery GoodVery Good9900
April 200479.8Functionally obsoleteGoodVery GoodVery Good9900
July 200279.8Functionally obsoleteGoodVery GoodVery Good9900
July 200079.8Not deficientGoodVery GoodVery Good9900
March 199879.8Not deficientGoodVery GoodVery Good9900
May 199082.8Not deficientSatisfactorySatisfactorySatisfactory2000