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S-8-47 over CYPRESS SWAMP -NO.1

Map

Coordinates:
+33.15216, -80.21123
33°09'08" N, 80°12'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-8-47 over CYPRESS SWAMP -NO.1
Structure number:000000000007426
Old structure number:000870004700100 (from 1992 edition)
Location:10 MI W MONCKS CORNER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1981
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:660 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:69.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairSatisfactory66069.8
September 2017FairFairFairSatisfactory66069.8
September 2016FairFairFairSatisfactory66069.8
September 2015FairFairFairSatisfactory66070.0
September 2014FairFairFairSatisfactory66070.0
September 2013FairFairFairSatisfactory66070.0
December 2012FairFairFairSatisfactory66070.0
December 2011FairFairFairSatisfactory66070.0
December 2010FairFairFairSatisfactory66070.0
January 2009FairFairFairSatisfactory66067.0
December 2007FairFairFairSatisfactory66067.0
January 2007FairSatisfactorySatisfactorySatisfactory66078.0
October 2005FairSatisfactorySatisfactorySatisfactory66078.0
November 1999GoodGoodGoodVery Good66078.2
June 1991GoodVery GoodVery GoodVery Good60078.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach2422110
Reinforced Concrete Pier Caplinear ft.4004000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,4851,11537000