+35.16750, -89.99056
35°10'03" N, 89°59'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5226 over CYPRESS CREEK
Structure number:790B5050001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:32.2 ft. [9.8 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:72.8 ft. [22.2 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,640 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:78.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,363,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201778.2FairSatisfactoryFairGood-2640
April 201577.2FairFairFairGood-2640
April 201377.2FairFairFairGood-2640
May 201177.2FairFairFairGood-2640
June 200977.2FairFairFairGood-2640
November 200777.2FairFairFairGood-2640
October 200577.2FairFairFairGood-2630
November 200377.2FairFairFairGood-2610
November 200189.2FairSatisfactorySatisfactoryGood-3220
April 200089.2FairSatisfactoryGoodGood-2750
June 199877.1FairFairFairGood-3550
May 199889.0FairSatisfactoryGoodGood-4700
January 199677.1FairFairFairGood-3550
September 199377.1FairFairFairGood-3900
December 199177.5FairFairFairGood-100