FAS 175 over BRANCH OF JOHNS CREEK

Map 

Facts 

Name:	FAS 175 over BRANCH OF JOHNS CREEK
Structure number:	79014500005
Location:	0.91 MI. E OF SR-4 JCT.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	36.1 ft. [11.0 m]
Total length:	100.1 ft. [30.5 m]
Roadway width between curbs:	76.1 ft. [23.2 m]
Deck width edge-to-edge:	107.9 ft. [32.9 m]
Owner:	State Highway Agency [01]
Year built:	1979
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:	Prestressed concrete continuous [6]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Precast Panels [2]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	25,960 [as of 2009]
Truck traffic:	11% 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	67.3 tons [61.2 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	83.5

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	30,690 [as of 1999]
Truck traffic:	11% 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 assessed or calculated scour condition. [5]
Operating rating:	69.3 tons [63.0 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	80.3

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	27,760 [as of 1991]
Truck traffic:	2% 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	48.5 tons [44.1 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	78.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$285,000

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