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SC 165 over TRIB TO RANTOWLES CREEK

Map

Coordinates:
+32.87882, -80.26861
32°52'44" N, 80°16'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SC 165 over TRIB TO RANTOWLES CREEK
Structure number:000000000001818
Old structure number:001840016500100 (from 1992 edition)
Location:11 MI S OF SUMR'VL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 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:Good
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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:94.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodGoodGoodVery Good650094.2
April 2016GoodGoodGoodVery Good520095.4
May 2014GoodGoodGoodVery Good470097.6
June 2012GoodGoodGoodVery Good540097.2
June 2010GoodGoodGoodVery Good185099.1
May 2009PoorSatisfactorySatisfactoryPoor22008.2
August 2008PoorSatisfactorySatisfactoryPoor220031.7
June 2007PoorSatisfactorySatisfactoryPoor230031.5
May 2006PoorSatisfactorySatisfactoryPoor240031.3
December 2005PoorSatisfactorySatisfactoryPoor185034.7
January 1999PoorGoodGoodPoor160035.4
March 1991GoodGoodVery GoodGood117260.2

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.192192000
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1801305000
Deck
Reinforced Concrete Slabsq. ft.4,3204,22010000