Share:

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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201594.6FairSatisfactoryVery GoodGood-9900
April 201394.6FairSatisfactoryVery GoodGood-9900
May 201194.6GoodGoodVery GoodGood-9900
June 200994.6GoodGoodVery GoodGood-9900
October 200794.6GoodGoodVery GoodGood-9900
October 200594.6GoodGoodVery GoodGood-9600
October 200394.6GoodGoodVery GoodGood-9550
November 200194.0GoodGoodVery GoodGood-14060
March 200093.0GoodGoodVery GoodGood-14110
June 199891.9GoodGoodVery GoodGood-14180
November 199568.6FairSatisfactorySatisfactorySatisfactoryFO9200
October 199368.5FairSatisfactorySatisfactorySatisfactoryFO9180
December 199168.9FairSatisfactorySatisfactorySatisfactoryFO7420