GINGER ST over MID FK CHARITON RV

Map 

Facts 

Name:	GINGER ST over MID FK CHARITON RV
Structure number:	24192
Old structure number:	4620008 061 (from 1992 edition)
Location:	S 8 T 56 N R 15 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	48.6 ft. [14.8 m]
Total length:	92.9 ft. [28.3 m]
Roadway width between curbs:	12.1 ft. [3.7 m]
Deck width edge-to-edge:	13.8 ft. [4.2 m]
Owner:	County Highway Agency [02]
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Wood or Timber [8]

2010 Inspection 

Status:	Bridge closed to all traffic [K]
Average daily traffic:	15 [as of 2008]
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory [6 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	21.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$402,000

2000 Inspection 

Status:	Bridge closed to all traffic [K]
Average daily traffic:	15 [as of 1998]
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Satisfactory [6 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	22.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$122,000

1992 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	15 [as of 1988]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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:	6.9 tons [6.3 metric tons]
Inventory rating:	5.0 tons [4.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	22.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$142,000

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