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FAU 2819 over BRANCH

Map

Coordinates:
+35.24500, -89.98556
35°14'42" N, 89°59'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2819 over BRANCH
Structure number:790M0240001
Location:HAWKINS MILL RD-MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:17.1 ft. [5.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:Channel beam [22]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,040 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:56.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$262,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201756.8FairFairFairSatisfactoryFO2040
April 201556.8FairFairFairSatisfactoryFO2040
April 201356.8FairFairFairSatisfactoryFO2040
June 201156.8FairFairFairSatisfactoryFO2040
June 200956.8FairFairFairFairFO2040
September 200756.8FairFairFairFairFO2040
September 200556.7FairFairFairFairFO2050
October 200357.3FairSatisfactoryFairFairFO2600
November 200156.7FairSatisfactoryFairFairFO3290
March 200057.3FairSatisfactoryFairFairFO2680
June 199859.1FairSatisfactorySatisfactoryFairFO2880
April 199859.5FairSatisfactoryFairFairFO3520
November 199559.3FairSatisfactorySatisfactoryFair-2800
September 199358.8FairSatisfactorySatisfactoryFair-3500
December 199159.1FairSatisfactorySatisfactoryFair-3050