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NFA 5450 over CYPRESS CREEK

Map

Coordinates:
+35.06942, -90.09444
35°04'10" N, 90°05'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 5450 over CYPRESS CREEK
Structure number:79050920003
Location:RIVERPORT RD. - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:96.5 ft. [29.4 m]
Total length:281.8 ft. [85.9 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:Prestressed concrete continuous [6]
Main spans 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,950 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:72.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodVery GoodSatisfactory995072.8
May 2015GoodGoodVery GoodGood830073.2
May 2013GoodGoodVery GoodGood178082.4
June 2011GoodGoodVery GoodGood178082.4
August 2009GoodGoodVery GoodGood178083.4
November 2007GoodGoodVery GoodGood178082.4
November 2005GoodGoodVery GoodGood178082.4
November 2003GoodGoodVery GoodGood178083.4
December 2001GoodGoodVery GoodGood211083.1
April 2000GoodVery GoodVery GoodVery Good211082.1
June 1998GoodVery GoodVery GoodVery Good230082.0