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S MILL ST over TOWN CREEK

Map

Coordinates:
+32.30353, -90.19078
32°18'13" N, 90°11'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S MILL ST over TOWN CREEK
Structure number:SA2500000000105
Location:SEC 3 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.8 ft. [9.4 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:60.7 ft. [18.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1914
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:5,500 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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: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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:36.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$351,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorPoorPoorPoor550036.1
September 2016PoorPoorPoorPoor550036.1
September 2015PoorPoorPoorPoor550036.1
September 2014PoorPoorPoorPoor550036.1
September 2013PoorPoorPoorPoor550036.1
February 2013PoorPoorPoorPoor550036.1
February 2012PoorPoorPoorPoor550036.1
February 2011PoorPoorPoorPoor550036.1
February 2010PoorPoorPoorPoor550036.1
January 2009PoorPoorCriticalPoor550036.1
November 2007PoorPoorCriticalPoor550036.1
January 2007PoorPoorCriticalPoor550036.1
December 2005PoorPoorCriticalPoor550036.1
December 2004PoorPoorCriticalPoor550036.1
February 2004PoorPoorSeriousPoor550036.1
December 2001PoorPoorPoorFair550036.1
December 2000PoorFairFairPoor930037.0
February 2000PoorFairFairPoor930037.0
February 1999PoorFairFairPoor930037.0
March 1998PoorSatisfactorySatisfactoryPoor930038.1
April 1996FairSatisfactorySatisfactoryFair930038.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Other Material Girder/Beamlinear ft.1,2604473005130
Deck
Reinforced Concrete Decksq. ft.5,4584,4228601760
Wearing Surfacessq. ft.3,76503,713520
Substructure
Masonry Pier Walllinear ft.120853500
Masonry Abutmentlinear ft.120853500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.90480420