Share:

S-32-638 over 14 MILE CREEK

Map

Coordinates:
+33.99621, -81.24490
33°59'46" N, 81°14'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-32-638 over 14 MILE CREEK
Structure number:000000000006728
Old structure number:003270063800100 (from 1992 edition)
Location:1.0 MI N LEXINGTON
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:75.1 ft. [22.9 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:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [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: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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:61.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory200061.9
October 2017FairSatisfactorySatisfactorySatisfactory200061.9
October 2016FairSatisfactorySatisfactorySatisfactory190061.9
October 2015FairSatisfactorySatisfactorySatisfactory220059.9
October 2014FairSatisfactorySatisfactorySatisfactory220059.9
October 2013FairSatisfactorySatisfactorySatisfactory220059.9
October 2012FairSatisfactorySatisfactorySatisfactory220059.9
October 2011FairSatisfactorySatisfactorySatisfactory220059.9
November 2010FairSatisfactorySatisfactorySatisfactory210058.9
November 2009FairSatisfactorySatisfactorySatisfactory200060.9
December 2008FairSatisfactorySatisfactoryGood210058.9
November 2007FairSatisfactorySatisfactoryGood230058.8
December 2006FairSatisfactorySatisfactoryGood200060.9
December 2005FairSatisfactorySatisfactoryGood210058.9
December 1999FairSatisfactorySatisfactorySatisfactory145061.3
December 1991GoodGoodGoodGood40267.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach3002820
Reinforced Concrete Pier Caplinear ft.166160600
Bridge Rail
Other Material Bridge Raillinear ft.150148200
Deck
Reinforced Concrete Slabsq. ft.2,0701,47559500