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CO RD 11 over I65

Map

Coordinates:
+33.25838, -86.79933
33°15'30" N, 86°47'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 11 over I65
Structure number:011356
Old structure number:00000I655901440 (from 1992 edition)
Location:I 65 * SHELBY CO RD 11
Purpose:Carries highway over highway and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:109.9 ft. [33.5 m]
Total length:456.1 ft. [139.0 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1975
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:800 [as of 2000]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,991,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactorySatisfactorySatisfactory80097.5
March 2014FairGoodSatisfactorySatisfactory80098.5
March 2012FairGoodSatisfactorySatisfactory80099.5
March 2010GoodGoodGoodGood80099.5
March 2008GoodGoodGoodGood80099.5
March 2006GoodGoodGoodGood80099.5
March 2004GoodGoodGoodGood80099.5
March 2002GoodGoodGoodGood80099.5
April 2000FairGoodSatisfactoryGood80099.5
April 1998GoodGoodGoodGood60099.6
April 1996GoodGoodGoodGood60098.6
April 1994GoodGoodGoodGood50098.7
March 1992GoodGoodGoodGood50099.7
June 1990GoodVery GoodVery GoodVery Good50099.7