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US 11 over DRAINAGE DITCH

Map 

Coordinates:
+33.60861, -86.62889
33°36'31" N, 86°37'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 11 over DRAINAGE DITCH
Structure number:020235
Location:@ MARY TAYLOR ROAD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:999.1 ft. [304.5 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:2008
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:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:15,160 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:40.4 tons [36.7 metric tons]
Sufficiency rating:92.5
Estimated cost of work:$4,277,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201592.5Not deficient---15160
April 201392.5Not deficient---15160
April 201192.5Not deficient---14480
April 200990.6Not deficient---33410