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S-13-134 over HILL CREEK

Map

Coordinates:
+34.78810, -80.41943
34°47'17" N, 80°25'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-13-134 over HILL CREEK
Structure number:000000000004285
Old structure number:001370013400100 (from 1992 edition)
Location:2 MI N PAGELAND
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1996
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,650 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:60.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory165060.4
October 2017FairSatisfactorySatisfactorySatisfactory165060.4
October 2016FairSatisfactorySatisfactorySatisfactory155060.5
October 2015FairSatisfactorySatisfactorySatisfactory100062.1
October 2014FairSatisfactorySatisfactorySatisfactory120061.0
October 2013FairSatisfactorySatisfactorySatisfactory120061.0
October 2012FairSatisfactorySatisfactorySatisfactory120061.0
October 2011FairSatisfactorySatisfactorySatisfactory120061.0
October 2010FairSatisfactorySatisfactorySatisfactory125061.0
October 2009FairSatisfactorySatisfactorySatisfactory140061.0
October 2008FairSatisfactorySatisfactorySatisfactory135061.0
October 2007FairSatisfactorySatisfactorySatisfactory115061.0
October 2006FairSatisfactorySatisfactorySatisfactory125061.0
October 2005FairSatisfactorySatisfactorySatisfactory155061.0
October 1999GoodGoodGoodGood105061.3
December 1991FairVery GoodVery GoodFair53457.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Steel Pileeach1010000
Timber Pileeach109010
Reinforced Concrete Pier Caplinear ft.1101001000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,2371,237000