CR149 over WHETSTONE CREEK

Map 

Facts 

Name:	CR149 over WHETSTONE CREEK
Structure number:	5930529
Location:	.7 MI.E.INT.TR152 & CR149
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	124.0 ft. [37.8 m]
Total length:	127.0 ft. [38.7 m]
Roadway width between curbs:	15.4 ft. [4.7 m]
Deck width edge-to-edge:	16.1 ft. [4.9 m]
Vertical clearance above deck:	9.8 ft. [3.0 m]
Owner:	County Highway Agency [02]
Year built:	1915
Year reconstructed:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Aluminum, Wrought Iron or Cast Iron [9]
Main span design:	Truss - Thru [10]
Deck type:	Corrugated Steel [6]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	161 [as of 1996]
Truck traffic:	4% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Critical [2 out of 9]
Substructure condition:	Poor [4 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 assessed or calculated scour condition. [5]
Operating rating:	4.0 tons [3.6 metric tons]
Inventory rating:	4.0 tons [3.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	17.4

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	161 [as of 1996]
Truck traffic:	4% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 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 assessed or calculated scour condition. [5]
Operating rating:	5.0 tons [4.5 metric tons]
Inventory rating:	4.0 tons [3.6 metric tons]
Sufficiency rating:	17.4

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	140 [as of 1988]
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	7.9 tons [7.2 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	16.1

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