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NFA 5450 over CYPRESS CREEK

Map 

Coordinates:
+35.06917, -90.09444
35°04'09" N, 90°05'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:8,300 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 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 minimum criteria [6]
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 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:73.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201573.2Not deficientGoodVery GoodGood8300
May 201382.4Not deficientGoodVery GoodGood1780
June 201182.4Not deficientGoodVery GoodGood1780
August 200983.4Not deficientGoodVery GoodGood1780
November 200782.4Not deficientGoodVery GoodGood1780
November 200582.4Not deficientGoodVery GoodGood1780
November 200383.4Not deficientGoodVery GoodGood1780
December 200183.1Not deficientGoodVery GoodGood2110
April 200082.1Not deficientVery GoodVery GoodVery Good2110
June 199882.0Not deficientVery GoodVery GoodVery Good2300