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S-13-63 over WALLACE PRONG CREEK

Map

Coordinates:
+34.66201, -80.11299
34°39'43" N, 80°06'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-13-63 over WALLACE PRONG CREEK
Structure number:000000000007440
Old structure number:001370006300300 (from 1992 edition)
Location:5.5 MI S CHESTERFIELD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:69.9 ft. [21.3 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:132 [as of 2017]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodExcellentExcellentExcellent13298.6
November 2016PoorSatisfactorySatisfactoryPoor13249.7
November 2015PoorSatisfactorySatisfactoryPoor13249.7
November 2014PoorSatisfactorySatisfactoryPoor13249.7
November 2013PoorSatisfactorySatisfactoryPoor13249.7
December 2012PoorSatisfactorySatisfactoryPoor12849.7
November 2011PoorSatisfactorySatisfactoryPoor6252.2
December 2010PoorSatisfactorySatisfactoryPoor5052.2
November 2009PoorSatisfactorySatisfactoryPoor5052.2
December 2008PoorSatisfactorySatisfactoryPoor5052.2
November 2007PoorSatisfactorySatisfactoryPoor7552.2
December 2006PoorSatisfactorySatisfactoryPoor3052.2
November 2005PoorSatisfactorySatisfactoryPoor3052.2
November 1999PoorSatisfactorySatisfactoryPoor5052.4
January 1992GoodGoodVery GoodVery Good8078.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Caplinear ft.7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140140000
Deck
Reinforced Concrete Slabsq. ft.2,5202,520000
Wearing Surfacessq. ft.2,3102,310000