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FAU 2800 over CYPRESS CREEK

Map 

Coordinates:
+35.17306, -90.01028
35°10'23" N, 90°00'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2800 over CYPRESS CREEK
Structure number:79028000005
Location:CHELSEA AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.0 ft. [18.9 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:11,830 [as of 2016]
Truck traffic:10% 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: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 assessed or calculated scour condition. [5]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:83.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201583.6Not deficientSatisfactorySatisfactorySatisfactory11830
April 201371.7Not deficientSatisfactoryFairFair11830
June 201171.7Not deficientSatisfactoryFairFair11830
June 200971.7Not deficientSatisfactoryFairFair11830
October 200771.7Not deficientSatisfactoryFairFair11830
October 200571.7Not deficientSatisfactoryFairFair11980
October 200371.4Not deficientSatisfactoryFairFair12560
October 200152.7Structurally deficientSatisfactoryFairPoor13620
March 200047.9Structurally deficientSatisfactoryFairPoor12020
April 199865.4Not deficientSatisfactoryGoodFair13480
June 199864.7Not deficientSatisfactoryGoodFair14800
October 199565.9Not deficientSatisfactorySatisfactoryFair14710
October 199366.3Not deficientSatisfactorySatisfactoryFair13970
December 199165.9Not deficientSatisfactorySatisfactoryFair14700