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RANDOLPH ROAD over BRIAR CREEK

Map

Coordinates:
+35.19958, -80.81264
35°11'58" N, 80°48'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:Local (Urban) [19]
Length of largest span:38.1 ft. [11.6 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:51.2 ft. [15.6 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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:33.9 tons [30.8 metric tons]
Sufficiency rating:73.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201673.7FairGoodSatisfactoryGood-26000
May 201473.7FairGoodSatisfactoryGood-26000
May 201264.7FairGoodSatisfactoryGoodFO28000
May 201064.4GoodGoodGoodGoodFO28000
August 200864.4GoodGoodGoodGoodFO28000
April 200669.0GoodGoodGoodVery GoodFO28000
April 200469.0GoodGoodGoodVery GoodFO28000
July 200269.0GoodGoodGoodVery GoodFO28000
September 200069.0GoodGoodGoodVery GoodFO28000
April 199866.9GoodGoodGoodGoodFO28000
June 199062.7FairSatisfactorySatisfactorySatisfactoryFO28000