+35.16861, -90.00000
35°10'07" N, 90°00'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 5224 over CYPRESS CREEK
Structure number:790A5580001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:45.6 ft. [13.9 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
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: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 

Status:Open, no restriction [A]
Average daily traffic:6,070 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:74.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,060,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201574.3Not deficientGoodGoodSatisfactory6070
April 201374.3Not deficientGoodGoodSatisfactory6070
June 201174.3Not deficientGoodGoodSatisfactory6070
June 200974.3Not deficientGoodGoodSatisfactory6070
November 200774.3Not deficientGoodGoodSatisfactory6070
October 200574.3Not deficientGoodGoodSatisfactory5910
October 200374.5Not deficientGoodGoodSatisfactory5610
November 200174.2Not deficientGoodGoodSatisfactory6230
April 200074.1Not deficientGoodGoodSatisfactory6370
May 199873.8Not deficientGoodGoodSatisfactory6940
June 199877.0Not deficientSatisfactorySatisfactorySatisfactory2500
December 199577.0Not deficientSatisfactorySatisfactorySatisfactory2500
September 199353.2Structurally deficientSatisfactorySatisfactoryPoor14750
September 199259.7Structurally deficientSatisfactorySatisfactoryPoor4500
December 199176.3Not deficientSatisfactorySatisfactoryFair4500