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NFA K370 over CYPRESS CREEK

Map

Coordinates:
+35.15836, -89.96953
35°09'30" N, 89°58'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA K370 over CYPRESS CREEK
Structure number:790B6790003
Location:JACKSON AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:94.2 ft. [28.7 m]
Total length:97.8 ft. [29.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:380 [as of 2018]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
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]
Sufficiency rating:82.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodVery GoodGood38082.5
May 2015GoodGoodVery GoodGood38082.5
May 2013GoodGoodVery GoodVery Good38080.5
June 2011GoodGoodVery GoodVery Good38080.5
August 2009GoodGoodVery GoodVery Good38080.5
November 2007GoodGoodVery GoodGood38080.5
November 2005GoodGoodVery GoodGood38080.5
November 2003GoodGoodVery GoodVery Good38080.5
December 2001GoodGoodVery GoodVery Good60080.4
April 2000GoodVery GoodVery GoodVery Good60080.4
June 1998FairSatisfactorySatisfactorySatisfactory60070.4
February 1996FairSatisfactorySatisfactorySatisfactory60074.4
September 1993FairSatisfactorySatisfactorySatisfactory60081.9
December 1991FairSatisfactorySatisfactorySatisfactory60081.9