SR 178 over WOLF CREEK


+34.35321, -88.82498
34°21'12" N, 88°49'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 178 over WOLF CREEK
Structure number:310017804107900
Location:0.1 MI E PONTOTOC CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:67.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$921,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairFairFairFair300067.6
February 2016FairFairFairFair310067.5
February 2014FairFairFairFair310067.5
February 2012FairFairFairFair330067.5
February 2011FairFairFairFair330067.5
September 2009FairFairFairFair310067.5
February 2009PoorFairFairPoor310051.4
March 2007PoorFairFairPoor330039.1
March 2005PoorFairFairPoor270039.3
December 2003PoorFairFairPoor270039.3
December 2002PoorFairFairPoor270039.3
November 2001PoorFairFairPoor350039.0
November 2000PoorFairFairPoor191041.6
December 1998PoorFairFairPoor191041.6
March 1997PoorFairFairPoor191041.4
January 1995FairFairFairFair191054.7
February 1993FairFairFairFair191054.7
April 1991FairFairFairFair191054.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.3603381750
Reinforced Concrete Top Flangesq. ft.2,4792,4398320
Wearing Surfacessq. ft.2,3502,2820680
Reinforced Concrete Columneach40040
Reinforced Concrete Abutmentlinear ft.8080000
Steel Pileeach80800
Steel Protective Coatingsq. ft.375000375
Reinforced Concrete Pier Caplinear ft.4536180
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1801393128