+35.03528, -90.07194
35°02'07" N, 90°04'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 2872 over CYPRESS CREEK
Structure number:79S82420001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:75.1 ft. [22.9 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,700 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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: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 the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:75.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,480,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201575.5FairFairSatisfactorySatisfactory-17700
April 201375.5FairFairSatisfactorySatisfactory-17700
May 201175.5FairFairSatisfactorySatisfactory-17700
June 200976.7FairSatisfactorySatisfactorySatisfactory-17700
October 200776.7FairSatisfactorySatisfactorySatisfactory-17700
September 200576.5FairSatisfactorySatisfactorySatisfactory-18020
October 200376.6FairSatisfactorySatisfactorySatisfactory-17790
November 200176.7FairSatisfactoryGoodSatisfactory-17670
March 200076.0FairSatisfactoryGoodSatisfactory-18990
June 199883.3FairGoodGoodSatisfactory-9490
May 199883.1FairSatisfactoryGoodSatisfactory-9760
December 199583.3FairSatisfactoryGoodSatisfactory-9500
October 199383.9FairSatisfactoryGoodSatisfactory-8770
December 199183.6FairSatisfactoryGoodSatisfactory-9170