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OLD SELMA RD over CATOMA CREEK

Map

Coordinates:
+32.34500, -86.38500
32°20'42" N, 86°23'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD SELMA RD over CATOMA CREEK
Structure number:002957
Location:0.7 MI.W. HUNTER LOOP RD.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:70.9 ft. [21.6 m]
Total length:352.1 ft. [107.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1946
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,600 [as of 1992]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:72.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,456,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory260072.4
October 2016FairSatisfactorySatisfactorySatisfactory260072.4
October 2014FairSatisfactorySatisfactorySatisfactory260072.4
October 2013FairSatisfactorySatisfactorySatisfactory260072.4
October 2012FairSatisfactorySatisfactorySatisfactory260072.4
October 2011FairSatisfactorySatisfactorySatisfactory260072.4
October 2010FairSatisfactorySatisfactorySatisfactory260072.4
October 2009FairSatisfactorySatisfactorySatisfactory260072.4
December 2007GoodGoodGoodGood260052.5
December 2005GoodGoodGoodGood260052.5
December 2003GoodGoodGoodGood260024.1
November 2001GoodGoodGoodGood260024.1
October 1999GoodGoodGoodGood260019.3
January 1997GoodGoodGoodGood260023.6
February 1995GoodGoodGoodGood260023.6
July 1993GoodGoodGoodGood260023.6
May 1992GoodGoodGoodGood260023.6