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ST. ALBAN BLVD over DRAINAGE DITCH

Map

Coordinates:
+34.61667, -86.56667
34°37'00" N, 86°34'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST. ALBAN BLVD over DRAINAGE DITCH
Structure number:019963
Location:1 M WEST OF 231 INT REDST
Purpose:Carries highway over relief for waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.3 ft. [6.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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:97.8 tons [88.9 metric tons]
Inventory rating:62.5 tons [56.8 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$470,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201596.9Good7 out of 10-500
August 201397.0Good7 out of 10-280
August 201197.0Good7 out of 10-280
August 200997.0Good7 out of 10-280
November 200797.0Good7 out of 10-200