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FAU 2827 over DITCH

Map 

Coordinates:
+35.16194, -89.91889
35°09'43" N, 89°55'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2827 over DITCH
Structure number:79L28270001
Location:MACON RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:33.1 ft. [10.1 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:77.1 ft. [23.5 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:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:10,750 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201581.7Not deficientSatisfactorySatisfactorySatisfactory10750
April 201381.7Not deficientSatisfactorySatisfactorySatisfactory10750
May 201181.7Not deficientSatisfactorySatisfactorySatisfactory10750
June 200970.4Not deficientSatisfactoryGoodFair10750
October 200770.4Not deficientSatisfactoryGoodFair10750
September 200570.3Not deficientSatisfactoryGoodFair11240
October 200370.2Not deficientSatisfactoryGoodFair11900
November 200170.4Not deficientSatisfactoryGoodFair10620
March 200070.3Not deficientSatisfactoryGoodFair11150
June 199870.1Not deficientSatisfactoryGoodFair12210
November 199554.5Structurally deficientSatisfactoryPoorSatisfactory10790
October 199354.5Structurally deficientSatisfactoryPoorSatisfactory10760
December 199154.4Structurally deficientSatisfactoryPoorSatisfactory11120