FAU 2875 over BRANCH

Map 

Facts 

Name:	FAU 2875 over BRANCH
Structure number:	79028750007
Location:	MACON RD - MEMPHIS
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	21.0 ft. [6.4 m]
Total length:	22.0 ft. [6.7 m]
Roadway width between curbs:	76.1 ft. [23.2 m]
Deck width edge-to-edge:	94.5 ft. [28.8 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1986
Historic significance:	Historical significance is not determinable at this time [4]
Main span material:	Concrete [1]
Main span design:	Channel beam [22]
Deck type:	Other [9]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	880 [as of 2007]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	83.2

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	18,280 [as of 1999]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Satisfactory [6 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:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	81.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$151,000

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