+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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:5,920 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:72.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,553,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201572.3Not deficientSatisfactoryFairSatisfactory5920
April 201372.3Not deficientSatisfactoryFairSatisfactory5920
May 201179.0Not deficientSatisfactoryFairSatisfactory5920
June 200979.0Not deficientSatisfactoryFairSatisfactory5920
October 200779.0Not deficientSatisfactoryFairSatisfactory5920
September 200578.8Not deficientSatisfactoryFairSatisfactory6740
October 200388.9Not deficientFairGoodSatisfactory6950
November 200178.4Not deficientFairSatisfactoryFair3620
March 200076.1Not deficientFairGoodFair16000
June 199876.7Not deficientFairGoodFair12690
November 199590.3Not deficientSatisfactorySatisfactorySatisfactory10550
October 199390.3Not deficientSatisfactorySatisfactorySatisfactory10950
December 199190.3Not deficientSatisfactorySatisfactorySatisfactory10820