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S-18-162 over TRIB TO ASHLEY RIVER

Map

Coordinates:
+33.01502, -80.38800
33°00'54" N, 80°23'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S-18-162 over TRIB TO ASHLEY RIVER
Structure number:000000000006854
Old structure number:001870016200100 (from 1992 edition)
Location:09.5 MI SW SUMR'VL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 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:1962
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:240 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 minimum criteria [6]
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:61.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$58,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorGoodGoodPoor24061.3
April 2015PoorGoodGoodPoor24061.3
June 2013PoorGoodGoodPoor24061.3
May 2011PoorGoodGoodPoor24061.3
June 2009PoorGoodGoodPoor23061.3
May 2007PoorGoodGoodPoor23061.3
January 2005PoorGoodGoodPoor12061.4
February 1999FairVery GoodVery GoodFair8079.8
January 1991GoodVery GoodVery GoodVery Good4089.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Columneach1501203
Reinforced Concrete Pier Caplinear ft.8308300
Joints
Pourable Jointlinear ft.2102100
Bearings
Elastomeric Bearingeach30300
Deck
Reinforced Concrete Slabsq. ft.8257844100
Wearing Surfacessq. ft.8257844100