+35.06139, -90.09250
35°03'41" N, 90°05'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 4196 over CYRESS CREEK
Structure number:790M0100003
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1969
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,850 [as of 2016]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:73.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,338,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201573.2FairSatisfactorySatisfactorySatisfactoryFO5850
April 201373.2FairSatisfactoryGoodSatisfactoryFO5850
May 201115.3FairSatisfactoryGoodFairSD5850
June 200962.0FairSatisfactoryGoodFairFO5850
October 200762.0FairSatisfactoryGoodFairFO5850
October 200562.1FairSatisfactoryGoodFairFO5500
October 200362.0FairSatisfactoryGoodFairFO6080
November 200162.0FairSatisfactoryGoodFairFO5900
March 200062.0FairSatisfactoryGoodFairFO5790
June 199864.1FairFairGoodFairFO5350
May 199864.9FairGoodGoodFairFO6330
December 199576.4FairSatisfactorySatisfactorySatisfactory-4950
September 199376.4FairSatisfactorySatisfactorySatisfactory-4850
December 199180.3FairSatisfactorySatisfactorySatisfactory-1320