FAU 5089 over BRANCH

Map 

Facts 

Name:	FAU 5089 over BRANCH
Structure number:	790B5700001
Location:	LEVI RD - MEMPHIS
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) [17]
Length of largest span:	32.2 ft. [9.8 m]
Total length:	96.1 ft. [29.3 m]
Roadway width between curbs:	28.2 ft. [8.6 m]
Deck width edge-to-edge:	31.2 ft. [9.5 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1958
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:	Steel [3]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	6,790 [as of 2007]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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:	40.6 tons [36.9 metric tons]
Inventory rating:	25.7 tons [23.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	65.3
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:	$368,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	8,160 [as of 1999]
Truck traffic:	2% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 out of 9]
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:	40.6 tons [36.9 metric tons]
Inventory rating:	25.7 tons [23.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	56.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$263,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,120 [as of 1978]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	36.6 tons [33.3 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Sufficiency rating:	75.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$203,000

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