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QUAIL HOLLOW RD. over MCMULLEN CREEK

Map

Coordinates:
+35.11720, -80.82873
35°07'02" N, 80°49'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:83.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201683.0FairSatisfactoryGoodGood-17000
April 201483.0FairSatisfactoryGoodGood-17000
April 201283.0GoodGoodGoodGood-14100
April 201075.5GoodGoodVery GoodGood-14100
April 200875.5GoodVery GoodVery GoodVery Good-14100
April 200675.5GoodVery GoodVery GoodVery Good-14100
April 200475.5GoodVery GoodVery GoodVery Good-14100
July 200275.5GoodVery GoodVery GoodVery Good-14100
July 200075.5GoodVery GoodVery GoodVery Good-14100
March 199883.0GoodVery GoodVery GoodVery Good-14100
November 199175.5GoodVery GoodVery GoodGood-10800