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WELLINGFORD ROAD over LITTLE SUGAR CREEK

Map

Coordinates:
+35.26101, -80.79016
35°15'40" N, 80°47'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WELLINGFORD ROAD over LITTLE SUGAR CREEK
Structure number:000000001190423
Location:0.15 MI.N.JCT.TRYON ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,900 [as of 1993]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:77.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201677.7FairGoodSatisfactoryGoodFO2900
May 201449.1FairGoodFairFairFO2900
May 201250.6FairGoodFairFairFO2900
May 201059.4FairSatisfactorySatisfactoryGoodFO2900
August 200859.4FairSatisfactorySatisfactoryGoodFO2900
May 200662.5FairSatisfactoryGoodGoodFO2900
April 200462.5FairSatisfactoryGoodGoodFO2900
July 200262.5FairSatisfactoryGoodGoodFO2900
October 200062.5FairSatisfactoryGoodGoodFO2900
April 199863.5GoodGoodGoodGoodFO2900
May 199053.9FairGoodGoodSatisfactory-500