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NFA K409 over CYPRESS CREEK

Map 

Coordinates:
+35.16556, -89.97667
35°09'56" N, 89°58'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA K409 over CYPRESS CREEK
Structure number:790B4990001
Location:STATEN AVE - MEMPHIS
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1965
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 [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:770 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201581.7Not deficientGoodSatisfactoryFair770
May 201378.7Not deficientGoodSatisfactoryFair770
June 201178.7Not deficientGoodSatisfactoryFair770
August 200989.7Not deficientGoodGoodSatisfactory770
November 200789.7Not deficientGoodGoodSatisfactory770
November 200589.7Not deficientGoodGoodGood770
November 200389.7Not deficientGoodGoodGood770
December 200197.0Not deficientGoodGoodGood300
April 200097.0Not deficientGoodGoodGood300
June 199897.0Not deficientGoodGoodGood300
February 199697.0Not deficientGoodGoodGood300
September 199397.0Not deficientGoodGoodGood300
December 199197.0Not deficientGoodGoodGood300