WHITE OAK RD over BIG SANDY CREEK

Map 

Facts 

Name:	WHITE OAK RD over BIG SANDY CREEK
Structure number:	192300AA0405001
Location:	1.9 MI E OF SH 155
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	40.0 ft. [12.2 m]
Total length:	240.2 ft. [73.2 m]
Roadway width between curbs:	23.6 ft. [7.2 m]
Deck width edge-to-edge:	25.9 ft. [7.9 m]
Owner:	County Highway Agency [02]
Year built:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	6
Main spans material:	Concrete [1]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	170 [as of 2007]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Good [7 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:	48.8 tons [44.4 metric tons]
Inventory rating:	36.0 tons [32.7 metric tons]
Sufficiency rating:	90.9

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	42 [as of 1990]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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:	Integral wingwalls collapsed, severe settlement of roadway due to loss of fill. Section of culvert may have failed and can no longer support embankment. Complete undrmining at curtain walls and pipes. Corrective action required to maintain traffic. Metal culverts have extreme distortion and deflection and deflection throughout with extensive perforations due to corrosion. [2]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	97.0 tons [88.2 metric tons]
Inventory rating:	80.7 tons [73.4 metric tons]
Sufficiency rating:	96.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$158,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	42 [as of 1990]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	3.7 tons [3.4 metric tons]
Inventory rating:	2.5 tons [2.3 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	24.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$158,000

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