CAUTERSKILL ROAD over KAATERSKILL CREEK

Map 

Facts 

Name:	CAUTERSKILL ROAD over KAATERSKILL CREEK
Structure number:	000000003200680
Location:	3 MI.W.VILL.OF CATSKILL
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	103.7 ft. [31.6 m]
Total length:	108.9 ft. [33.2 m]
Roadway width between curbs:	17.4 ft. [5.3 m]
Deck width edge-to-edge:	18.4 ft. [5.6 m]
Vertical clearance above deck:	9.8 ft. [3.0 m]
Owner:	County Highway Agency [02]
Year built:	1921
Year reconstructed:	1970
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:	Wood or Timber [8]
Wearing surface:	Wood or Timber [7]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	70 [as of 2009]
Truck traffic:	8% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	41.9 tons [38.1 metric tons]
Inventory rating:	29.9 tons [27.2 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	54.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$749,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	70 [as of 1999]
Truck traffic:	10% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Serious [3 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:	48.8 tons [44.4 metric tons]
Inventory rating:	34.9 tons [31.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	45.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$451,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	70 [as of 1991]
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Serious [3 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:	40.6 tons [36.9 metric tons]
Inventory rating:	28.7 tons [26.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	34.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$831,000

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