+35.06833, -90.02167
35°04'06" N, 90°01'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 3 over OVERFLOW
Structure number:79SR0030011
Location:.15 M FM CORPORATE RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:28.5 ft. [8.7 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:55.8 ft. [17.0 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1962
Historic significance:Historical significance is not determinable at this time [4]
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:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,860 [as of 2015]
Truck traffic:3% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:28.7 tons [26.1 metric tons]
Sufficiency rating:78.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,429,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201778.1FairSatisfactorySatisfactorySatisfactory-17860
March 201578.6FairSatisfactoryGoodSatisfactory-16730
February 201378.4FairSatisfactoryGoodSatisfactory-17370
April 201178.9FairSatisfactoryGoodSatisfactory-16130
May 200977.1FairSatisfactoryGoodSatisfactory-20320
August 200777.0FairSatisfactoryGoodSatisfactory-20480
August 200576.1FairSatisfactoryGoodSatisfactory-22710
September 200375.5FairSatisfactoryGoodSatisfactory-23950
October 200174.6FairSatisfactoryGoodSatisfactory-25990
February 200074.6FairSatisfactoryGoodSatisfactory-26070
February 199879.2FairGoodGoodSatisfactory-24370
September 199579.2FairGoodGoodSatisfactory-24390
August 199378.5FairGoodGoodSatisfactory-25950
December 199178.6FairGoodGoodSatisfactory-25860