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SARDIS ROAD over MCALPINE CREEK

Map

Coordinates:
+35.13734, -80.76804
35°08'14" N, 80°46'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SARDIS ROAD over MCALPINE CREEK
Structure number:000000001190434
Location:0.3 MI.N.JCT.SARDIS RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:76.1 ft. [23.2 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1979
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,000 [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: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 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 the assessed or calculated scour condition. [8]
Sufficiency rating:70.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairGoodSatisfactoryGood2100070.9
June 2014FairGoodSatisfactoryGood2100070.9
July 2012GoodGoodGoodGood1620073.2
July 2010FairSatisfactoryGoodGood1620073.2
August 2008FairSatisfactoryGoodGood1620073.2
May 2006GoodGoodVery GoodVery Good1620073.2
April 2004GoodGoodVery GoodVery Good1620073.2
July 2002GoodGoodVery GoodVery Good1620073.2
September 2000GoodGoodVery GoodVery Good1620073.2
March 1998GoodGoodGoodGood1620070.2
June 1990FairGoodSatisfactoryGood1500079.4