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FAU 2842 over SOUTH CYPRESS CREEK

Map 

Coordinates:
+35.03333, -90.07000
35°01'60" N, 90°04'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2842 over SOUTH CYPRESS CREEK
Structure number:79028420003
Location:HORN LAKE RD. - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:72.5 ft. [22.1 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:33°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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 Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201594.6Not deficientSatisfactoryVery GoodGood9900
April 201394.6Not deficientSatisfactoryVery GoodGood9900
May 201194.6Not deficientGoodVery GoodGood9900
June 200994.6Not deficientGoodVery GoodGood9900
October 200794.6Not deficientGoodVery GoodGood9900
October 200594.6Not deficientGoodVery GoodGood9600
October 200394.6Not deficientGoodVery GoodGood9550
November 200194.0Not deficientGoodVery GoodGood14060
March 200093.0Not deficientGoodVery GoodGood14110
June 199891.9Not deficientGoodVery GoodGood14180
November 199568.6Functionally obsoleteSatisfactorySatisfactorySatisfactory9200
October 199368.5Functionally obsoleteSatisfactorySatisfactorySatisfactory9180
December 199168.9Functionally obsoleteSatisfactorySatisfactorySatisfactory7420