FAU 5024 over TOWLES CREEK

Map 

Facts 

Name:	FAU 5024 over TOWLES CREEK
Structure number:	790B2620001
Location:	GERMANTOWN RD - MEMPHIS
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	32.2 ft. [9.8 m]
Total length:	94.2 ft. [28.7 m]
Roadway width between curbs:	47.9 ft. [14.6 m]
Deck width edge-to-edge:	65.9 ft. [20.1 m]
Skew angle:	28°
Owner:	City or Municipal Highway Agency [04]
Year built:	1955
Year reconstructed:	1995
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	M 18 / H 20 [4]
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:	7,720 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	32.7 tons [29.7 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Sufficiency rating:	73.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$967,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,020 [as of 1999]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 out of 9]
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:	Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:	46.5 tons [42.3 metric tons]
Inventory rating:	30.7 tons [27.9 metric tons]
Sufficiency rating:	92.5

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	200 [as of 1978]
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]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	28.7 tons [26.1 metric tons]
Sufficiency rating:	86.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$198,000

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