SHEICK ROAD over SANDY CREEK

Map 

Facts 

Name:	SHEICK ROAD over SANDY CREEK
Structure number:	58313B00020B010
Location:	0.15 MI S OF BLUEBUSH RD
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	14.1 ft. [4.3 m]
Total length:	20.0 ft. [6.1 m]
Skew angle:	43°
Owner:	County Highway Agency [02]
Year built:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Concrete [1]
Main span design:	Culvert [19]
Deck type:	Not applicable [N]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	208 [as of 2001]
Truck traffic:	4% of total traffic
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]
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	60.0 tons [54.5 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	99.9

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	171 [as of 1981]
Truck traffic:	4% of total traffic
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]
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	60.0 tons [54.5 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	97.0

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	171 [as of 1981]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Excellent [9 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]
Culvert condition:	No deficiencies [9]
Operating rating:	76.2 tons [69.3 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Evaluation:	Not applicable [N]
Sufficiency rating:	97.0

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