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AL 142 over BRANCH * FRISCO RAILROAD

Map

Coordinates:
+33.96200, -87.93017
33°57'43" N, 87°55'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL 142 over BRANCH * FRISCO RAILROAD
Structure number:000366
Location:0.8 MI E JCT SR 118
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:57.1 ft. [17.4 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1926
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span 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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:380 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:61.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,274,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairFair38061.3
February 2015FairFairFairSatisfactory38062.3
February 2013FairFairFairSatisfactory39063.3
May 2011FairFairFairSatisfactory41063.3
May 2009FairFairFairSatisfactory44063.3
May 2007FairFairFairSatisfactory46064.0
May 2005FairFairFairSatisfactory44062.0
May 2003FairFairFairSatisfactory45062.0
May 2001FairFairFairSatisfactory45062.0
May 1999FairFairFairSatisfactory38060.1
April 1997FairFairFairSatisfactory256060.1
April 1995FairFairFairSatisfactory41060.9
May 1993FairFairSatisfactorySatisfactory47064.9
April 1991FairFairSatisfactoryGood47064.9