CR 750W over LICK Creek

Map 

Facts 

Name:	CR 750W over LICK Creek
Structure number:	4800117
Location:	0.3 N of SR67/US36
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	80.1 ft. [24.4 m]
Total length:	80.1 ft. [24.4 m]
Roadway width between curbs:	25.9 ft. [7.9 m]
Deck width edge-to-edge:	28.9 ft. [8.8 m]
Owner:	County Highway Agency [02]
Year built:	1935
Year reconstructed:	1994
Historic significance:	Bridge is eligible for the National Register of Historic Places [2]
Main span material:	Concrete [1]
Main span design:	Culvert [19]
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:	640 [as of 2008]
Truck traffic:	3% 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:	Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	20.8 tons [18.9 metric tons]
Sufficiency rating:	67.1

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	600 [as of 1998]
Truck traffic:	3% 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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:	35.6 tons [32.4 metric tons]
Inventory rating:	20.8 tons [18.9 metric tons]
Sufficiency rating:	67.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$14,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	200 [as of 1990]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	15.8 tons [14.4 metric tons]
Inventory rating:	11.9 tons [10.8 metric tons]
Sufficiency rating:	38.3
Recommended work:	Other structural work, including hydraulic replacements. [38]
Estimated cost of work:	$35,000

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