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AL 110 over JENKINS CREEK

Map 

Coordinates:
+32.35000, -86.13333
32°21'00" N, 86°07'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AL 110 over JENKINS CREEK
Structure number:017551
Location:0414 MI E OF US 80
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:69.9 ft. [21.3 m]
Total length:280.9 ft. [85.6 m]
Roadway width between curbs:92.2 ft. [28.1 m]
Deck width edge-to-edge:94.8 ft. [28.9 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2000
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:4
Main spans material:Concrete [1]
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:13,780 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Operating rating:75.0 tons [68.2 metric tons]
Inventory rating:50.8 tons [46.2 metric tons]
Sufficiency rating:88.4
Estimated cost of work:$9,300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201488.4Not deficientGoodGoodGood13780
June 201291.8Not deficientGoodGoodGood9770
June 201091.7Not deficientGoodGoodGood9840
June 200891.9Not deficientGoodGoodGood9610
June 200689.6Not deficientGoodGoodGood12300
May 200489.6Not deficientGoodVery GoodGood12300
May 200289.6Not deficientGoodVery GoodGood12300