Share:

NFA B072 over WHITE STATION CREEK

Map 

Coordinates:
+35.13583, -89.89389
35°08'09" N, 89°53'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA B072 over WHITE STATION CREEK
Structure number:790B6550001
Location:BARFIELD RD IN MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:35.1 ft. [10.7 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:1,390 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.8Not deficientGoodGoodGood1390
May 201396.8Not deficientSatisfactoryGoodGood1390
June 201196.8Not deficientSatisfactoryGoodGood1390
August 200996.8Not deficientSatisfactoryGoodGood1390
November 200796.8Not deficientSatisfactoryVery GoodGood1390
November 200596.8Not deficientSatisfactoryVery GoodGood1390
November 200396.8Not deficientSatisfactoryVery GoodGood1390
December 200196.8Not deficientSatisfactoryVery GoodGood1700
April 200096.8Not deficientSatisfactoryVery GoodGood1700
June 199896.8Not deficientSatisfactoryVery GoodGood1700
January 199696.8Not deficientSatisfactorySatisfactorySatisfactory1700
September 199396.7Not deficientSatisfactorySatisfactorySatisfactory1700
December 199196.7Not deficientSatisfactorySatisfactorySatisfactory1700