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US 25 over PENHOLLOWAY CREEK O/F

Map

Coordinates:
+31.56965, -81.84156
31°34'11" N, 81°50'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 25 over PENHOLLOWAY CREEK O/F
Structure number:000000030500100
Location:3.6 MI NW OF GARDI
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:36.1 ft. [11.0 m]
Total length:144.0 ft. [43.9 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2000
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,670 [as of 2011]
Truck traffic:19% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:83.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryGood567083.1
April 2015FairSatisfactorySatisfactoryGood567083.1
April 2013FairSatisfactorySatisfactoryGood567083.1
March 2011GoodGoodGoodGood630082.8
March 2009GoodGoodGoodGood753096.8
March 2007GoodGoodGoodGood745096.9
March 2005GoodGoodGoodGood678097.1
March 2003GoodGoodGoodGood700077.2
March 2001GoodGoodGoodGood580093.5
April 1999GoodGoodGoodGood570086.9
November 1996GoodVery GoodVery GoodVery Good510092.8
January 1995GoodVery GoodVery GoodVery Good470093.9
January 1993GoodVery GoodVery GoodVery Good455093.9
November 1990GoodVery GoodVery GoodVery Good455093.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0081,008000
Reinforced Concrete Girder/Beamlinear ft.720717300
Deck
Reinforced Concrete Decksq. ft.7,7767,776000
Reinforced Concrete Top Flangesq. ft.5,1845,08010400
Substructure
Reinforced Concrete Abutmentlinear ft.172172000
Prestressed Concrete Pileeach3636000
Reinforced Concrete Pier Caplinear ft.258258000
Joints
Pourable Jointlinear ft.430430000
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.288288000