CR 114 over TURKEY CREEK

Map 

Facts 

Name:	CR 114 over TURKEY CREEK
Structure number:	230250AA0114002
Location:	0.95 MI W OF SH 279
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	129.9 ft. [39.6 m]
Total length:	130.9 ft. [39.9 m]
Roadway width between curbs:	13.8 ft. [4.2 m]
Deck width edge-to-edge:	14.1 ft. [4.3 m]
Vertical clearance above deck:	17.1 ft. [5.2 m]
Owner:	County Highway Agency [02]
Year built:	1936
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Corrugated Steel [6]
Wearing surface:	Other [9]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	50 [as of 2006]
Truck traffic:	2% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 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:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	9.0 tons [8.2 metric tons]
Inventory rating:	5.9 tons [5.4 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	20.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$10,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	50 [as of 1996]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Very Good [8 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	9.9 tons [9.0 metric tons]
Inventory rating:	6.9 tons [6.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	22.0
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:	50 [as of 1990]
Truck traffic:	2% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Very Good [8 out of 9]
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	6.2 tons [5.6 metric tons]
Inventory rating:	5.0 tons [4.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	30.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$96,000

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