IMPERIAL ST over RICHLAND CR

Map 

Facts 

Name:	IMPERIAL ST over RICHLAND CR
Structure number:	14308
Old structure number:	063R009 061 (from 1992 edition)
Location:	S 35 T 60 N R 15 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	35.1 ft. [10.7 m]
Total length:	36.1 ft. [11.0 m]
Roadway width between curbs:	16.1 ft. [4.9 m]
Deck width edge-to-edge:	16.1 ft. [4.9 m]
Owner:	County Highway Agency [02]
Year reconstructed:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
Deck type:	Wood or Timber [8]
Wearing surface:	Wood or Timber [7]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5 [as of 2008]
Truck traffic:	10% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 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:	19.8 tons [18.0 metric tons]
Inventory rating:	12.9 tons [11.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	44.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$196,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5 [as of 1998]
Truck traffic:	10% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Fair [5 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:	19.8 tons [18.0 metric tons]
Inventory rating:	12.9 tons [11.7 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	44.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$96,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	5 [as of 1988]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	19.8 tons [18.0 metric tons]
Inventory rating:	12.9 tons [11.7 metric tons]
Sufficiency rating:	51.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$95,000

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