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FAU 2867 over BRANCH

Map 

Coordinates:
+35.07278, -89.84944
35°04'22" N, 89°50'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2867 over BRANCH
Structure number:79S82120005
Location:QUINCE RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:61.7 ft. [18.8 m]
Total length:63.7 ft. [19.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:9,270 [as of 2016]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:93.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201593.4Not deficientGoodGoodGood9270
April 201393.4Not deficientGoodGoodGood9270
May 201193.4Not deficientGoodGoodGood9270
July 200994.4Not deficientSatisfactoryGoodGood9270
October 200794.4Not deficientGoodGoodGood9270
September 200594.4Not deficientGoodGoodGood9480
October 200381.3Not deficient---8450
November 200181.0Not deficient---9240
March 200093.9Not deficient---8400
April 199893.8Not deficient---8480
June 199894.7Not deficient---6100
December 199594.2Not deficient---7500
October 199391.0Not deficient---16050
December 199192.1Not deficient---13150