CR 664 over LITTLE PAYNE CREEK

Map 

Facts 

Name:	CR 664 over LITTLE PAYNE CREEK
Structure number:	060034
Location:	1.67 MI WEST OF US 17
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	32.2 ft. [9.8 m]
Total length:	96.1 ft. [29.3 m]
Roadway width between curbs:	16.1 ft. [4.9 m]
Deck width edge-to-edge:	17.4 ft. [5.3 m]
Owner:	County Highway Agency [02]
Year built:	1915
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:	3
Main spans material:	Concrete [1]
Main spans design:	Arch - Deck [11]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	454 [as of 2009]
Truck traffic:	5% of total traffic
Superstructure condition:	Fair [5 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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	18.0 tons [16.4 metric tons]
Inventory rating:	13.2 tons [12.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	45.5

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	213 [as of 1999]
Truck traffic:	5% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 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:	Scour calculation/evaluation has not been made. [6]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	68.4

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	240 [as of 1992]
Truck traffic:	5% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	55.5

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