SCHILLNGS CROSSNG over STONY KILL

Map 

Facts 

Name:	SCHILLNGS CROSSNG over STONY KILL
Structure number:	000000003221980
Location:	1.6 MI W OF CANAAN
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	52.8 ft. [16.1 m]
Total length:	57.7 ft. [17.6 m]
Roadway width between curbs:	14.8 ft. [4.5 m]
Deck width edge-to-edge:	16.7 ft. [5.1 m]
Owner:	County Highway Agency [02]
Year built:	1949
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
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:	200 [as of 2009]
Truck traffic:	7% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	91.9 tons [83.5 metric tons]
Inventory rating:	63.9 tons [58.1 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	60.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$415,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	200 [as of 1999]
Truck traffic:	10% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	91.7 tons [83.4 metric tons]
Inventory rating:	63.8 tons [58.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	61.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$217,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	200 [as of 1991]
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	59.4 tons [54.0 metric tons]
Inventory rating:	22.3 tons [20.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	48.8
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$22,000

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