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AL 149 over GRIFFIN BROOK

Map

Coordinates:
+33.45250, -86.81056
33°27'09" N, 86°48'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL 149 over GRIFFIN BROOK
Structure number:014750
Old structure number:000001493700290 (from 1992 edition)
Location:AL 149 * GREEN SPRINGSHWY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:145.0 ft. [44.2 m]
Deck width edge-to-edge:147.0 ft. [44.8 m]
Owner:State Highway Agency [01]
Year built:1965
Year reconstructed:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,460 [as of 2017]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:91.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,478,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 102346091.6
March 2015Good7 out of 102346091.6
March 2013Fair6 out of 102659091.3
March 2011Good7 out of 102609091.3
March 2009Good7 out of 102630059.2
March 2007Good7 out of 102817058.9
March 2005Good7 out of 102831058.9
April 2003Good7 out of 102596059.3
May 2001Good7 out of 102596059.3
June 1999Good7 out of 102691056.9
May 1997Good7 out of 102502057.4
May 1995Good7 out of 102713055.2
June 1993Good7 out of 102224057.5
April 1991Good7 out of 103543062.3