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DUNHAM POINT ROAD over WOODRUFF CREEK

Map

Coordinates:
+31.60811, -81.32932
31°36'29" N, 81°19'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DUNHAM POINT ROAD over WOODRUFF CREEK
Structure number:000000019150030
Location:2.5 MI N SHELLMAN BLUFF
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:600 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:88.9
Estimated cost of work:$352,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodVery GoodGood60088.9
May 2016GoodGoodVery GoodVery Good60088.9
May 2014GoodGoodVery GoodVery Good60088.9
April 2012GoodGoodVery GoodVery Good60088.9
May 2010GoodGoodVery GoodVery Good62088.9
May 2008GoodGoodVery GoodVery Good62088.9
April 2006GoodGoodVery GoodVery Good63088.9
April 2004GoodGoodVery GoodVery Good74088.8
April 2002GoodGoodVery GoodVery Good74088.8
April 2000GoodVery GoodVery GoodVery Good48088.6
July 1998GoodVery GoodVery GoodVery Good47088.6
November 1995GoodVery GoodVery GoodVery Good20093.7
November 1993GoodVery GoodVery GoodVery Good20093.7
October 1992GoodVery GoodVery GoodVery Good20093.7
August 1991FairSatisfactoryFairFair20043.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.288288000
Deck
Reinforced Concrete Decksq. ft.1,6441,644000
Substructure
Reinforced Concrete Abutmentlinear ft.4848000
Prestressed Concrete Pileeach44000
Reinforced Concrete Pier Caplinear ft.2424000
Joints
Pourable Jointlinear ft.8200820
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.120120000