Share:

SC 165 over FISHBOURNE CREEK

Map

Coordinates:
+32.91046, -80.24676
32°54'38" N, 80°14'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 165 over FISHBOURNE CREEK
Structure number:000000000002939
Old structure number:001840016500400 (from 1992 edition)
Location:FISHBOURNE CREEK (3)
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 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:2
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: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,500 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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
May 2018GoodVery GoodVery GoodVery Good650092.7
May 2016GoodVery GoodVery GoodVery Good520094.2
May 2014GoodVery GoodVery GoodVery Good470094.1
June 2012GoodVery GoodVery GoodVery Good540093.2
June 2010GoodVery GoodVery GoodVery Good185097.7
May 2009PoorSatisfactorySatisfactoryPoor220025.1
August 2008PoorSatisfactorySatisfactoryPoor220025.1
June 2007PoorSatisfactorySatisfactoryPoor230024.6
May 2006FairSatisfactorySatisfactoryGood240053.8
December 2005PoorSatisfactorySatisfactoryPoor185029.7
January 1999PoorVery GoodVery GoodPoor160031.0
March 1991GoodGoodGoodGood117258.6

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.144144000
Bearings
Elastomeric Bearingeach33000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120120000
Deck
Reinforced Concrete Slabsq. ft.2,8802,880000