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FAU 2806 over DITCH

Map

Coordinates:
+35.15778, -90.01194
35°09'28" N, 90°00'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 2806 over DITCH
Structure number:79K28060007
Location:N WATKINS ST - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:35.1 ft. [10.7 m]
Total length:35.1 ft. [10.7 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:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,170 [as of 2017]
Truck traffic:12% 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 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:72.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$667,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201772.5FairSatisfactorySatisfactoryFair-11170
April 201572.5FairSatisfactorySatisfactoryFair-11170
April 201373.5FairSatisfactorySatisfactoryFair-11170
May 201173.5FairSatisfactorySatisfactoryFair-11170
June 200973.5FairSatisfactorySatisfactoryFair-11170
September 200772.5FairSatisfactorySatisfactoryFair-11170
September 200583.5FairSatisfactoryGoodSatisfactory-12700
October 200383.5FairSatisfactoryGoodSatisfactory-12230
October 200183.5FairSatisfactoryGoodSatisfactory-11830
March 200083.5FairSatisfactoryGoodSatisfactory-12280
June 199883.5FairSatisfactoryGoodSatisfactory-12330
November 199591.0FairSatisfactorySatisfactorySatisfactory-12410
October 199391.0FairSatisfactorySatisfactorySatisfactory-13850
December 199191.0FairSatisfactorySatisfactorySatisfactory-12710