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AL 110 over STREAM

Map 

Coordinates:
+32.34857, -86.23993
32°20'55" N, 86°14'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL 110 over STREAM
Structure number:009428
Old structure number:0000011051M0460 (from 1992 edition)
Location:0.3 MI.E. PERRY HILL ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:7.9 ft. [2.4 m]
Total length:21.0 ft. [6.4 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 1988]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:51.7 tons [47.0 metric tons]
Inventory rating:31.0 tons [28.2 metric tons]
Sufficiency rating:82.9
Estimated cost of work:$633,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201482.9Not deficient---18000
September 201282.9Not deficient---18000
September 201082.9Not deficient---18000
September 200873.6Not deficient---18000
September 200673.6Not deficient---18000
September 200473.6Not deficient---18000
September 200274.6Not deficient---18000
June 200074.6Not deficient---18000
June 199874.6Not deficient---18000
June 199673.2Not deficient---18000
April 199473.4Not deficient---18000
June 199273.4Not deficient---18000
April 199086.2Not deficient---18000