I 65 over BLACK CK

Map 

Facts 

Name:	I 65 over BLACK CK
Structure number:	013177
Location:	.3 MI. NO.WALKERS CHAPEL
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Urban) [11]
Length of largest span:	9.8 ft. [3.0 m]
Total length:	47.9 ft. [14.6 m]
Skew angle:	46°
Owner:	State Highway Agency [01]
Year built:	1984
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:	3
Main spans material:	Concrete [1]
Main spans design:	Culvert [19]
Deck type:	Not applicable [N]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	63,350 [as of 2008]
Truck traffic:	19% of total traffic
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:	97.9 tons [89.0 metric tons]
Inventory rating:	97.9 tons [89.0 metric tons]
Sufficiency rating:	70.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$14,445,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	49,030 [as of 1996]
Truck traffic:	17% of total traffic
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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]
Sufficiency rating:	70.0
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$8,000

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