AL.14 over IVY CREEK


+32.45671, -86.77880
32°27'24" N, 86°46'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AL.14 over IVY CREEK
Structure number:003041
Old structure number:000000140100620 (from 1992 edition)
Location:6.2 MI.E.DALLAS CO.LINE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1947
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,970 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:44.4 tons [40.4 metric tons]
Inventory rating:26.6 tons [24.2 metric tons]
Sufficiency rating:47.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,120,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201647.4FairSatisfactorySatisfactoryFairFO2970
April 201447.4FairSatisfactorySatisfactoryFairFO2970
April 201247.4FairSatisfactorySatisfactoryFairFO3260
April 201047.4FairSatisfactorySatisfactoryFairFO3090
May 200847.4FairSatisfactorySatisfactoryFairFO3050
April 200647.4FairGoodSatisfactoryFairFO2930
May 200446.9FairGoodSatisfactoryFairFO3170
May 200246.9FairGoodSatisfactoryFairFO2570
May 200046.9FairGoodSatisfactoryFairFO2710
May 199846.7FairGoodSatisfactoryFairFO2720
May 199647.1FairGoodSatisfactoryFairFO2390
March 199457.2FairGoodSatisfactorySatisfactoryFO2140
February 199246.5GoodGoodGoodGood-1840