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S-8-902 over FAIRLAWN CREEK

Map

Coordinates:
+33.19065, -79.97097
33°11'26" N, 79°58'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-8-902 over FAIRLAWN CREEK
Structure number:000000000004939
Old structure number:000870090200100 (from 1992 edition)
Location:TOWN MONCKS CORNER
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:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
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:138 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:76.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryFair13876.2
October 2016FairSatisfactorySatisfactoryFair13876.2
November 2014FairSatisfactorySatisfactoryFair13869.5
November 2012FairSatisfactorySatisfactoryFair13869.5
January 2011FairSatisfactorySatisfactoryFair13869.5
November 2008FairSatisfactorySatisfactoryFair13869.5
February 2007PoorSatisfactorySatisfactoryPoor13055.7
November 2004PoorGoodGoodPoor13055.7
August 1998FairVery GoodVery GoodSatisfactory9084.9
November 1990GoodVery GoodVery GoodVery Good25081.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach3022233
Reinforced Concrete Pier Caplinear ft.165165000
Joints
Pourable Jointlinear ft.110110000
Bearings
Elastomeric Bearingeach66000
Deck
Reinforced Concrete Slabsq. ft.2,06302,033300