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AL 149 over GRIFFIN BROOK

Map

Coordinates:
+33.45000, -86.80000
33°27'00" N, 86°47'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:46.5 tons [42.3 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
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

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201791.6Fair6 out of 10-23460
March 201591.6Good7 out of 10-23460
March 201391.3Fair6 out of 10-26590
March 201191.3Good7 out of 10-26090
March 200959.2Good7 out of 10FO26300
March 200758.9Good7 out of 10FO28170
March 200558.9Good7 out of 10FO28310
April 200359.3Good7 out of 10FO25960
May 200159.3Good7 out of 10FO25960
June 199956.9Good7 out of 10FO26910
May 199757.4Good7 out of 10-25020
May 199555.2Good7 out of 10-27130
June 199357.5Good7 out of 10-22240
April 199162.3Good7 out of 10-35430