SR1518 over MILL CREEK


+34.10195, -78.07759
34°06'07" N, 78°04'39" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1518 over MILL CREEK
Structure number:000000000190038
Location:.5 MI.E.JCT.NC87
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:87.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodGood120087.9
May 2015GoodVery GoodVery GoodGood110087.9
May 2013GoodGoodGoodGood110087.2
May 2011GoodGoodGoodGood100088.3
May 2009GoodGoodGoodGood100088.3
May 2007GoodVery GoodGoodGood120087.1
February 2005GoodVery GoodGoodVery Good110087.2
January 2003GoodVery GoodGoodVery Good110087.2
March 2001GoodVery GoodGoodVery Good85088.4
November 1998GoodVery GoodGoodVery Good87088.3
October 1990FairGoodSatisfactoryFair70046.1