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FAU 5078 over CYPRESS CREEK

Map 

Coordinates:
+35.02667, -90.05667
35°01'36" N, 90°03'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5078 over CYPRESS CREEK
Structure number:790A7620001
Location:NEELY RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:41.0 ft. [12.5 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span 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:10,000 [as of 2016]
Truck traffic:2% 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:36.6 tons [33.3 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:87.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201587.5Not deficientSatisfactorySatisfactorySatisfactory10000
April 201387.5Not deficientSatisfactorySatisfactorySatisfactory10000
May 201187.5Not deficientSatisfactorySatisfactorySatisfactory10000
June 200987.5Not deficientSatisfactorySatisfactorySatisfactory10000
November 200787.5Not deficientSatisfactorySatisfactorySatisfactory10000
October 200587.5Not deficientSatisfactorySatisfactorySatisfactory9690
October 200387.4Not deficientSatisfactorySatisfactorySatisfactory10210
November 200187.3Not deficientSatisfactorySatisfactorySatisfactory11580
March 200087.3Not deficientSatisfactorySatisfactorySatisfactory11250
May 199887.4Not deficientSatisfactorySatisfactoryGood10690
June 199887.5Not deficientSatisfactoryGoodGood9650
December 199588.8Not deficientSatisfactorySatisfactorySatisfactory8250
September 199388.7Not deficientSatisfactorySatisfactorySatisfactory10080
December 199189.2Not deficientSatisfactorySatisfactorySatisfactory4000