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FAU 2819 over BRANCH

Map 

Coordinates:
+35.24500, -89.98556
35°14'42" N, 89°59'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:2,040 [as of 2016]
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 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 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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201556.8Functionally obsoleteFairFairSatisfactory2040
April 201356.8Functionally obsoleteFairFairSatisfactory2040
June 201156.8Functionally obsoleteFairFairSatisfactory2040
June 200956.8Functionally obsoleteFairFairFair2040
September 200756.8Functionally obsoleteFairFairFair2040
September 200556.7Functionally obsoleteFairFairFair2050
October 200357.3Functionally obsoleteSatisfactoryFairFair2600
November 200156.7Functionally obsoleteSatisfactoryFairFair3290
March 200057.3Functionally obsoleteSatisfactoryFairFair2680
April 199859.5Functionally obsoleteSatisfactoryFairFair3520
June 199859.1Functionally obsoleteSatisfactorySatisfactoryFair2880
November 199559.3Not deficientSatisfactorySatisfactoryFair2800
September 199358.8Not deficientSatisfactorySatisfactoryFair3500
December 199159.1Not deficientSatisfactorySatisfactoryFair3050