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RANDOLPH ROAD over BRIAR CREEK

Map

Coordinates:
+35.19951, -80.81251
35°11'58" N, 80°48'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RANDOLPH ROAD over BRIAR CREEK
Structure number:000000001190419
Location:1.2 MI N JCT WENDOVER RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:38.1 ft. [11.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1975
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: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,000 [as of 2014]
Truck traffic:6% 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 assessed or calculated scour condition. [5]
Sufficiency rating:72.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood2600072.2
May 2016FairGoodSatisfactoryGood2600073.7
May 2014FairGoodSatisfactoryGood2600073.7
May 2012FairGoodSatisfactoryGood2800064.7
May 2010GoodGoodGoodGood2800064.4
August 2008GoodGoodGoodGood2800064.4
April 2006GoodGoodGoodVery Good2800069.0
April 2004GoodGoodGoodVery Good2800069.0
July 2002GoodGoodGoodVery Good2800069.0
September 2000GoodGoodGoodVery Good2800069.0
April 1998GoodGoodGoodGood2800066.9
June 1990FairSatisfactorySatisfactorySatisfactory2800062.7