CR 150W over Branch of Clifty Creek

Map 

Facts 

Name:	CR 150W over Branch of Clifty Creek
Structure number:	1600032
Location:	0 S of CR 400N
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	25.3 ft. [7.7 m]
Total length:	25.3 ft. [7.7 m]
Owner:	County Highway Agency [02]
Year built:	2004
Historic significance:	Historical significance is not determinable at this time [4]
Design load:	MS 18 / HS 20 [5]
Main span material:	Aluminum, Wrought Iron or Cast Iron [9]
Main span design:	Culvert [19]
Deck type:	Not applicable [N]
Wearing surface:	Gravel [8]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	160 [as of 2005]
Truck traffic:	7% of total traffic
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 noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	44.6 tons [40.5 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	94.9
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$3,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	150 [as of 1998]
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	34.7 tons [31.5 metric tons]
Inventory rating:	27.7 tons [25.2 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	60.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$130,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	200 [as of 1990]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
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]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	24.8 tons [22.5 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	65.4
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$3,000

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