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SC 165 over FISHBOURNE CREEK

Map

Coordinates:
+32.90215, -80.25667
32°54'08" N, 80°15'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 165 over FISHBOURNE CREEK
Structure number:000000000001697
Old structure number:001840016500200 (from 1992 edition)
Location:FISHBOURNE CREEK (1)
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:22.0 ft. [6.7 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,500 [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:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:92.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodGoodSatisfactory650092.7
April 2016FairGoodGoodSatisfactory520094.2
May 2014GoodGoodGoodVery Good470094.1
June 2012GoodGoodGoodVery Good540093.2
June 2010GoodGoodGoodVery Good185097.7
May 2009PoorFairFairPoor220023.5
August 2008PoorFairFairPoor220023.5
June 2007PoorFairFairPoor230023.0
May 2006PoorFairFairPoor240022.5
December 2005PoorSatisfactorySatisfactoryPoor185029.7
January 1999PoorGoodGoodPoor160031.0
March 1991FairGoodVery GoodSatisfactory117258.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Prestressed Concrete Pileeach1414000
Reinforced Concrete Pier Caplinear ft.192183090
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1321023000
Deck
Reinforced Concrete Slabsq. ft.3,1683,1165020