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HAWTHORNE ST over EUBANKS CR

Map

Coordinates:
+32.34361, -90.16903
32°20'37" N, 90°10'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWTHORNE ST over EUBANKS CR
Structure number:SA2500000000232
Location:SEC 23 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:360 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:39.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$298,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorFairFairPoor36039.9
February 2017PoorGoodGoodPoor36040.9
February 2016PoorGoodGoodPoor36040.9
February 2015PoorGoodGoodPoor36040.9
February 2014PoorGoodGoodPoor36040.9
February 2013PoorGoodGoodPoor36040.9
February 2012PoorGoodGoodPoor36040.9
February 2011PoorGoodGoodPoor36040.9
February 2010PoorGoodGoodPoor36040.9
January 2009PoorGoodGoodPoor36040.9
November 2007PoorGoodGoodPoor36040.9
January 2007PoorGoodGoodPoor36040.9
December 2005PoorGoodGoodPoor36040.9
December 2004PoorGoodGoodPoor36040.9
February 2004PoorGoodGoodPoor36040.9
February 2002PoorSatisfactorySatisfactoryPoor36040.9
December 2000PoorSatisfactorySatisfactoryPoor35040.9
February 2000PoorSatisfactorySatisfactoryPoor35040.9
February 1999PoorSatisfactorySatisfactoryPoor35040.9
March 1998PoorSatisfactorySatisfactoryPoor35040.9
April 1996PoorSatisfactorySatisfactoryPoor35040.9