+35.16833, -89.99556
35°10'06" N, 89°59'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 2820 over CYPRESS CREEK
Structure number:79L28200001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,920 [as of 2017]
Truck traffic:5% 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 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:82.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,553,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201782.5FairSatisfactorySatisfactorySatisfactory-5920
April 201572.3FairSatisfactoryFairSatisfactory-5920
April 201372.3FairSatisfactoryFairSatisfactory-5920
May 201179.0FairSatisfactoryFairSatisfactory-5920
June 200979.0FairSatisfactoryFairSatisfactory-5920
October 200779.0FairSatisfactoryFairSatisfactory-5920
September 200578.8FairSatisfactoryFairSatisfactory-6740
October 200388.9FairFairGoodSatisfactory-6950
November 200178.4FairFairSatisfactoryFair-3620
March 200076.1FairFairGoodFair-16000
June 199876.7FairFairGoodFair-12690
November 199590.3FairSatisfactorySatisfactorySatisfactory-10550
October 199390.3FairSatisfactorySatisfactorySatisfactory-10950
December 199190.3FairSatisfactorySatisfactorySatisfactory-10820