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FAU 2883 over BRANCH

Map 

Coordinates:
+35.06917, -89.96556
35°04'09" N, 89°57'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2883 over BRANCH
Structure number:79028830001
Location:DEMOCRAT RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:19,980 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:70.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,598,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201570.0Not deficientSatisfactorySatisfactoryFair19980
April 201370.0Not deficientSatisfactorySatisfactoryFair19980
May 201170.0Not deficientSatisfactoryGoodFair19980
June 200970.0Not deficientSatisfactoryGoodFair19980
November 200770.0Not deficientSatisfactoryGoodFair19980
October 200570.0Not deficientSatisfactoryGoodFair21830
October 200370.0Not deficientSatisfactoryGoodFair19370
November 200170.0Not deficientSatisfactoryGoodFair20260
March 200070.0Not deficientSatisfactoryGoodFair21990
May 199870.0Not deficientSatisfactoryGoodFair23980
June 199881.0Not deficientGoodGoodGood25040
December 199570.0Not deficientSatisfactorySatisfactoryFair24680
October 199370.0Not deficientSatisfactorySatisfactoryFair23850
December 199170.0Not deficientSatisfactorySatisfactoryFair24260