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FAU 3 over OVERFLOW

Map 

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

Facts 

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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:16,730 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:78.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,429,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201578.6Not deficientSatisfactoryGoodSatisfactory16730
February 201378.4Not deficientSatisfactoryGoodSatisfactory17370
April 201178.9Not deficientSatisfactoryGoodSatisfactory16130
May 200977.1Not deficientSatisfactoryGoodSatisfactory20320
August 200777.0Not deficientSatisfactoryGoodSatisfactory20480
August 200576.1Not deficientSatisfactoryGoodSatisfactory22710
September 200375.5Not deficientSatisfactoryGoodSatisfactory23950
October 200174.6Not deficientSatisfactoryGoodSatisfactory25990
February 200074.6Not deficientSatisfactoryGoodSatisfactory26070
February 199879.2Not deficientGoodGoodSatisfactory24370
September 199579.2Not deficientGoodGoodSatisfactory24390
August 199378.5Not deficientGoodGoodSatisfactory25950
December 199178.6Not deficientGoodGoodSatisfactory25860