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BRANDYWINE AVENUE over LITTLE SUGAR CREEK

Map

Coordinates:
+35.17272, -80.84657
35°10'22" N, 80°50'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRANDYWINE AVENUE over LITTLE SUGAR CREEK
Structure number:000000001190394
Old structure number:000000000119394 (from 1992 edition)
Location:200 FT.E.JCT.WOODLAWN RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:41.0 ft. [12.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1956
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,600 [as of 1993]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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: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:69.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairGoodGoodSatisfactory660069.9
April 2014FairGoodSatisfactorySatisfactory660071.1
April 2012GoodGoodGoodGood660047.0
April 2010GoodGoodGoodGood660069.6
April 2008GoodGoodGoodGood660069.6
March 2006GoodGoodGoodGood660069.6
April 2004GoodGoodGoodGood660069.6
July 2002GoodGoodGoodGood660069.6
August 2000GoodGoodGoodGood660069.6
March 1998GoodVery GoodGoodGood660075.0
June 1996GoodVery GoodGoodGood660075.0
August 1994GoodVery GoodGoodGood660055.6
July 1992FairGoodSatisfactoryGood800054.4
May 1990FairSatisfactorySatisfactorySatisfactory800054.4