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CO RD 133 over CREEK

Map

Coordinates:
+32.82667, -87.96000
32°49'36" N, 87°57'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 133 over CREEK
Structure number:007916
Old structure number:0000000332033Z0 (from 1992 edition)
Location:1.8 MI W US HWY 11
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:37.1 ft. [11.3 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:County Highway Agency [02]
Year built:1963
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:240 [as of 1995]
Truck traffic:23% 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 minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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]
Sufficiency rating:95.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$461,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Fair6 out of 1024095.8
February 2016Fair6 out of 1024095.8
February 2014Fair6 out of 1024095.8
March 2012Fair6 out of 1024095.8
March 2010Fair6 out of 1024095.8
February 2008Fair6 out of 1024095.8
February 2006Fair6 out of 1024095.8
January 2003Fair6 out of 1024095.8
November 2000Fair6 out of 1024095.8
February 1999Fair6 out of 1024095.8
December 1996Fair6 out of 1024095.8
January 1995Fair6 out of 1024095.8
February 1993Fair6 out of 1023095.8
January 1991Fair6 out of 1023076.9