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CO RD 125 over TUBBS CREEK TRIBUTARY

Map

Coordinates:
+32.89000, -88.08000
32°53'24" N, 88°04'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 125 over TUBBS CREEK TRIBUTARY
Structure number:005872
Old structure number:0000002132040Z0 (from 1992 edition)
Location:1.1 MI N ALA HWY 39
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:County Highway Agency [02]
Year built:1957
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:117 [as of 1995]
Truck traffic:11% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:94.9
Estimated cost of work:$182,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Good7 out of 1011794.9
March 2016Good7 out of 1011794.9
March 2014Good7 out of 1011794.9
March 2012Good7 out of 1011794.9
March 2010Good7 out of 1011794.9
February 2008Good7 out of 1011794.9
February 2006Good7 out of 1011794.9
February 2003Good7 out of 1011794.9
January 2001Fair6 out of 1011794.9
February 1999Fair6 out of 1011794.9
December 1996Fair6 out of 1011794.9
January 1995Fair6 out of 1011794.9
January 1993Fair6 out of 1011094.9
February 1991Fair5 out of 1011066.1