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NFA B392 over HARRISON CREEK

Map

Coordinates:
+35.13947, -89.91572
35°08'22" N, 89°54'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA B392 over HARRISON CREEK
Structure number:790B6510001
Location:CHICKASAW RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1959
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:820 [as of 2018]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:96.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactoryGood82096.9
May 2015FairSatisfactoryGoodGood82096.9
May 2013FairSatisfactorySatisfactoryGood82096.9
June 2011FairSatisfactorySatisfactoryGood82096.9
August 2009FairSatisfactorySatisfactoryGood82096.9
October 2007FairSatisfactorySatisfactoryGood82096.9
November 2005FairSatisfactorySatisfactoryGood82096.9
November 2003FairSatisfactorySatisfactoryGood82096.9
December 2001FairSatisfactorySatisfactoryGood100096.9
April 2000FairSatisfactorySatisfactoryGood100096.9
June 1998FairSatisfactorySatisfactoryGood100096.9
January 1996FairSatisfactorySatisfactorySatisfactory100096.9
September 1993FairSatisfactorySatisfactorySatisfactory100096.9
December 1991FairSatisfactorySatisfactorySatisfactory100096.9