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GALLATIN over TOWN CREEK

Map

Coordinates:
+32.30397, -90.19278
32°18'14" N, 90°11'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GALLATIN over TOWN CREEK
Structure number:SA2500000000104
Location:SEC 3 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:52.8 ft. [16.1 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1987
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,500 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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:Equal to present desirable criteria [8]
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:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:78.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$359,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodVery Good950078.9
September 2014GoodVery GoodVery GoodVery Good1400079.4
February 2013GoodVery GoodVery GoodVery Good1400079.4
February 2011GoodVery GoodVery GoodVery Good1400079.4
February 2010GoodVery GoodVery GoodVery Good1400079.4
November 2007GoodVery GoodVery GoodVery Good1400081.4
November 2005GoodVery GoodGoodVery Good1400081.4
February 2004GoodVery GoodGoodVery Good1400081.4
February 2002GoodVery GoodGoodVery Good1400081.4
February 2000GoodVery GoodGoodVery Good1242081.5
March 1998GoodVery GoodGoodVery Good1242081.5
April 1996GoodVery GoodGoodVery Good1242081.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Decksq. ft.8,1608,160000
Wearing Surfacessq. ft.6,32005,1101,2100
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Abutmentlinear ft.140140000
Reinforced Concrete Pier Caplinear ft.140140000
Joints
Compression Jointlinear ft.7000700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2401806000