GRAPEVINE ST over SWEEZER CR

Map 

Facts 

Name:	GRAPEVINE ST over SWEEZER CR
Structure number:	21243
Old structure number:	297R007 061 (from 1992 edition)
Location:	S 20 T 58 N R 15 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	45.9 ft. [14.0 m]
Total length:	46.9 ft. [14.3 m]
Roadway width between curbs:	15.7 ft. [4.8 m]
Deck width edge-to-edge:	15.7 ft. [4.8 m]
Owner:	County Highway Agency [02]
Year built:	1910
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:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	15 [as of 2008]
Truck traffic:	10% of total traffic
Deck condition:	Very Good [8 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:	18.8 tons [17.1 metric tons]
Inventory rating:	10.9 tons [9.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	52.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$156,000

1992 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	15 [as of 1990]
Deck condition:	Excellent [9 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:	22.8 tons [20.7 metric tons]
Inventory rating:	10.9 tons [9.9 metric tons]
Sufficiency rating:	47.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$122,000

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