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SR 178 over OLD CREEK RUN

Map

Coordinates:
+34.25212, -88.47402
34°15'08" N, 88°28'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 178 over OLD CREEK RUN
Structure number:310017802910280
Location:4.7 MI E LEE CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
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: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,200 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:61.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactorySatisfactorySatisfactory120061.9
August 2016FairSatisfactorySatisfactorySatisfactory240064.4
August 2014FairSatisfactorySatisfactorySatisfactory240064.4
August 2012FairSatisfactorySatisfactorySatisfactory240064.4
August 2010FairSatisfactorySatisfactorySatisfactory240064.4
December 2008FairSatisfactorySatisfactorySatisfactory270065.2
February 2007FairSatisfactorySatisfactorySatisfactory260064.2
January 2005FairSatisfactorySatisfactorySatisfactory270066.2
January 2003FairSatisfactorySatisfactorySatisfactory270066.2
November 2000FairSatisfactorySatisfactorySatisfactory310065.9
December 1998FairSatisfactorySatisfactorySatisfactory310065.9
December 1996FairSatisfactorySatisfactorySatisfactory568047.3
January 1995FairSatisfactorySatisfactorySatisfactory568047.3
January 1993FairSatisfactorySatisfactorySatisfactory568047.3
May 1991FairSatisfactorySatisfactorySatisfactory568047.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4804502190
Deck
Reinforced Concrete Top Flangesq. ft.3,3403,28319380
Wearing Surfacessq. ft.3,1112,521905000
Substructure
Reinforced Concrete Abutmentlinear ft.7874400
Reinforced Concrete Pileeach88000
Reinforced Concrete Pier Caplinear ft.5450130
Bearings
Movable Bearingeach80440
Steel Protective Coatingsq. ft.80008
Fixed Bearingeach168440
Steel Protective Coatingsq. ft.40004
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.24018841110