SLAYTON SETTMT RD over ERIE CANAL, SOUTH TRAIL,

Map 

Facts 

Name:	SLAYTON SETTMT RD over ERIE CANAL, SOUTH TRAIL,
Structure number:	000000004454060
Location:	4 MI W JCT SH271 & CANAL
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	148.0 ft. [45.1 m]
Total length:	191.9 ft. [58.5 m]
Roadway width between curbs:	14.1 ft. [4.3 m]
Deck width edge-to-edge:	16.1 ft. [4.9 m]
Vertical clearance above deck:	13.8 ft. [4.2 m]
Vertical clearance below bridge:	16.7 ft. [5.1 m]
Owner:	State Highway Agency [01]
Year built:	1911
Year reconstructed:	1993
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Not applicable [N]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,026 [as of 2009]
Truck traffic:	6% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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:	83.2 tons [75.6 metric tons]
Inventory rating:	35.9 tons [32.6 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	69.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$2,609,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	1,028 [as of 1996]
Truck traffic:	6% of total traffic
Deck condition:	Excellent [9 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Excellent [9 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:	40.8 tons [37.1 metric tons]
Inventory rating:	24.9 tons [22.6 metric tons]
Sufficiency rating:	19.0
Recommended work:	Replacement of bridge or other structure because of relocation of road. [32]
Estimated cost of work:	$1,932,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	620 [as of 1974]
Truck traffic:	10% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Serious [3 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:	None present but re-evaluation suggested [5]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	22.8 tons [20.7 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Evaluation:	Structurally deficient [1]
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,307,000

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