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US 25, SR 73 over BULL CREEK

Map

Coordinates:
+32.12471, -81.90125
32°07'29" N, 81°54'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 25, SR 73 over BULL CREEK
Structure number:000000010900310
Location:2 MI S OF CLAXTON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:75.5 ft. [23.0 m]
Owner:State Highway Agency [01]
Year built:1996
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:6
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:99.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,407,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood390099.3
February 2015GoodGoodGoodGood390099.3
February 2013GoodGoodGoodGood390099.3
February 2011GoodGoodGoodVery Good544099.0
February 2009GoodGoodGoodVery Good544099.0
February 2007GoodGoodGoodVery Good519099.0
February 2005GoodGoodGoodVery Good577098.9
February 2003GoodGoodGoodVery Good580098.9
February 2001GoodVery GoodGoodVery Good540099.0
February 1999GoodVery GoodGoodVery Good490098.1
March 1996GoodVery GoodVery GoodVery Good400097.1
April 1994GoodVery GoodVery GoodVery Good390097.1
May 1992GoodVery GoodVery GoodVery Good348097.2
August 1990GoodVery GoodVery GoodVery Good331095.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,4002,400000
Deck
Reinforced Concrete Top Flangesq. ft.18,07218,072000
Substructure
Reinforced Concrete Abutmentlinear ft.150150000
Prestressed Concrete Pileeach5656000
Reinforced Concrete Pier Caplinear ft.407407000
Joints
Pourable Jointlinear ft.504504000
Bearings
Elastomeric Bearingeach120120000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.480480000