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SC 102 over NORTH PRONG CREEK

Map

Coordinates:
+34.68327, -80.09736
34°40'60" N, 80°05'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 102 over NORTH PRONG CREEK
Structure number:000000000001439
Old structure number:001340010200600 (from 1992 edition)
Location:3.7 MI S OF CHESTERFIELD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.9 ft. [7.6 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:42.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$596,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorSatisfactoryPoorFair210042.4
January 2016PoorSatisfactoryPoorFair180046.1
January 2014PoorSatisfactoryPoorFair190046.0
January 2012PoorSatisfactoryPoorFair210043.8
January 2010FairSatisfactoryFairFair190061.4
January 2008FairSatisfactoryFairFair180061.5
January 2006FairSatisfactoryFairFair220059.3
January 2000FairSatisfactorySatisfactorySatisfactory195072.8
November 1991FairSatisfactorySatisfactorySatisfactory142470.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5050475246
Deck
Reinforced Concrete Decksq. ft.2,9802,980000
Substructure
Timber Pileeach2523020
Timber Pier Caplinear ft.148148000
Joints
Pourable Jointlinear ft.8900890
Bridge Rail
Other Material Bridge Raillinear ft.202202000