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SEMINOLE DR. over STREAM

Map 

Coordinates:
+32.39023, -86.15254
32°23'25" N, 86°09'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SEMINOLE DR. over STREAM
Structure number:016773
Location:250' S ALLENS TRAIL
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 1996]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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: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:82.5 tons [75.0 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.0
Estimated cost of work:$903,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.0Functionally obsolete---100
August 201294.0Functionally obsolete---100
August 201094.0Functionally obsolete---100
August 200894.0Functionally obsolete---100
July 200694.0Functionally obsolete---100
July 200494.0Functionally obsolete---100
April 200294.0Functionally obsolete---100
March 200094.0Functionally obsolete---100
March 199894.0Functionally obsolete---100
February 199794.0Functionally obsolete---100