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QUAIL HOLLOW RD. over MCMULLEN CREEK

Map

Coordinates:
+35.11717, -80.82868
35°07'02" N, 80°49'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:QUAIL HOLLOW RD. over MCMULLEN CREEK
Structure number:000000001190240
Location:0.2MI.N.JCT.CARMEL RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:48.9 ft. [14.9 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Year reconstructed:1991
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:Prestressed concrete [5]
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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:83.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryGoodGood1700083.0
April 2014FairSatisfactoryGoodGood1700083.0
April 2012GoodGoodGoodGood1410083.0
April 2010GoodGoodVery GoodGood1410075.5
April 2008GoodVery GoodVery GoodVery Good1410075.5
April 2006GoodVery GoodVery GoodVery Good1410075.5
April 2004GoodVery GoodVery GoodVery Good1410075.5
July 2002GoodVery GoodVery GoodVery Good1410075.5
July 2000GoodVery GoodVery GoodVery Good1410075.5
March 1998GoodVery GoodVery GoodVery Good1410083.0
November 1991GoodVery GoodVery GoodGood1080075.5