FAS 69 over DOE CREEK

Map 

Facts 

Name:	FAS 69 over DOE CREEK
Structure number:	36SR0690035
Location:	NEAR SALTILLO
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	100.1 ft. [30.5 m]
Total length:	233.9 ft. [71.3 m]
Roadway width between curbs:	24.0 ft. [7.3 m]
Deck width edge-to-edge:	24.9 ft. [7.6 m]
Vertical clearance above deck:	15.4 ft. [4.7 m]
Owner:	State Highway Agency [01]
Year built:	1944
Year reconstructed:	1995
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	M 13.5 / H 15 [2]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	300 [as of 2009]
Truck traffic:	25% of total traffic
Deck condition:	Fair [5 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	36.6 tons [33.3 metric tons]
Inventory rating:	20.8 tons [18.9 metric tons]
Sufficiency rating:	57.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$2,003,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	450 [as of 1998]
Truck traffic:	25% 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:	39.6 tons [36.0 metric tons]
Inventory rating:	23.8 tons [21.6 metric tons]
Sufficiency rating:	65.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$551,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	450 [as of 1991]
Truck traffic:	7% of total traffic
Deck condition:	Serious [3 out of 9]
Superstructure condition:	Fair [5 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	34.7 tons [31.5 metric tons]
Inventory rating:	21.8 tons [19.8 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	49.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$422,000

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