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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:MS 18+Mod / HS 20+Mod [6]
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 2014 

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

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201473.7Not deficientGoodSatisfactoryGood26000
May 201264.7Functionally obsoleteGoodSatisfactoryGood28000
May 201064.4Functionally obsoleteGoodGoodGood28000
August 200864.4Functionally obsoleteGoodGoodGood28000
April 200669.0Functionally obsoleteGoodGoodVery Good28000
April 200469.0Functionally obsoleteGoodGoodVery Good28000
July 200269.0Functionally obsoleteGoodGoodVery Good28000
September 200069.0Functionally obsoleteGoodGoodVery Good28000
April 199866.9Functionally obsoleteGoodGoodGood28000
June 199062.7Functionally obsoleteSatisfactorySatisfactorySatisfactory28000