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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 2015 

Status:Open, no restriction [A]
Average daily traffic:23,460 [as of 2013]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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:$2,477,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201591.6Not deficient---23460
March 201391.3Not deficient---26590
March 201191.3Not deficient---26090
March 200959.2Functionally obsolete---26300
March 200758.9Functionally obsolete---28170
March 200558.9Functionally obsolete---28310
April 200359.3Functionally obsolete---25960
May 200159.3Functionally obsolete---25960
June 199956.9Functionally obsolete---26910
May 199757.4Not deficient---25020
May 199555.2Not deficient---27130
June 199357.5Not deficient---22240
April 199162.3Not deficient---35430