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NFA B392 over HARRISON CREEK

Map 

Coordinates:
+35.13944, -89.91556
35°08'22" N, 89°54'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:820 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:72.3 tons [65.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.9Not deficientSatisfactoryGoodGood820
May 201396.9Not deficientSatisfactorySatisfactoryGood820
June 201196.9Not deficientSatisfactorySatisfactoryGood820
August 200996.9Not deficientSatisfactorySatisfactoryGood820
October 200796.9Not deficientSatisfactorySatisfactoryGood820
November 200596.9Not deficientSatisfactorySatisfactoryGood820
November 200396.9Not deficientSatisfactorySatisfactoryGood820
December 200196.9Not deficientSatisfactorySatisfactoryGood1000
April 200096.9Not deficientSatisfactorySatisfactoryGood1000
June 199896.9Not deficientSatisfactorySatisfactoryGood1000
January 199696.9Not deficientSatisfactorySatisfactorySatisfactory1000
September 199396.9Not deficientSatisfactorySatisfactorySatisfactory1000
December 199196.9Not deficientSatisfactorySatisfactorySatisfactory1000