RTE 915C over CHAMPLAIN CANAL

Map 

Facts 

Name:	RTE 915C over CHAMPLAIN CANAL
Structure number:	000000004029210
Location:	.2 MILE E OF STILLWATER
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	179.8 ft. [54.8 m]
Total length:	184.7 ft. [56.3 m]
Roadway width between curbs:	29.9 ft. [9.1 m]
Deck width edge-to-edge:	32.8 ft. [10.0 m]
Vertical clearance above deck:	14.4 ft. [4.4 m]
Vertical clearance below bridge:	19.7 ft. [6.0 m]
Owner:	State Highway Agency [01]
Year built:	1959
Year reconstructed:	1993
Historic significance:	Historical significance is not determinable at this time [4]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,653 [as of 1990]
Truck traffic:	9% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	76.9 tons [69.9 metric tons]
Inventory rating:	45.9 tons [41.7 metric tons]
Sufficiency rating:	70.1
Recommended work:	Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:	$601,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,653 [as of 1990]
Truck traffic:	6% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	76.8 tons [69.8 metric tons]
Inventory rating:	45.9 tons [41.7 metric tons]
Sufficiency rating:	67.0
Recommended work:	Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:	$2,497,000

1992 Inspection 

Status:	Posted for other load-capacity restriction [R]
Average daily traffic:	3,653 [as of 1990]
Truck traffic:	6% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 out of 9]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	45.5 tons [41.4 metric tons]
Inventory rating:	26.7 tons [24.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	28.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$433,000

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