SH 9 over CREEK

Map 

Facts 

Name:	SH 9 over CREEK
Structure number:	0000000000M0285
Location:	2.94 MI NE OF IZARD CO LI
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) [06]
Length of largest span:	34.1 ft. [10.4 m]
Total length:	34.1 ft. [10.4 m]
Roadway width between curbs:	24.0 ft. [7.3 m]
Deck width edge-to-edge:	25.6 ft. [7.8 m]
Owner:	State Highway Agency [01]
Year built:	1926
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,100 [as of 2008]
Truck traffic:	1% 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	18.9 tons [17.2 metric tons]
Inventory rating:	10.0 tons [9.1 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	39.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,200 [as of 1994]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	18.8 tons [17.1 metric tons]
Inventory rating:	9.9 tons [9.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	39.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$43,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,040 [as of 1987]
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	18.8 tons [17.1 metric tons]
Inventory rating:	9.9 tons [9.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	39.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$146,000

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