CR 5 over BIG BEAVER CREEK

Map 

Facts 

Name:	CR 5 over BIG BEAVER CREEK
Structure number:	00000000034A012
Location:	0.03 MI W OF CR 94/1
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) [09]
Length of largest span:	36.1 ft. [11.0 m]
Total length:	92.9 ft. [28.3 m]
Roadway width between curbs:	15.7 ft. [4.8 m]
Deck width edge-to-edge:	17.7 ft. [5.4 m]
Owner:	State Highway Agency [01]
Year built:	1918
Historic significance:	Historical significance is not determinable at this time [4]
Number of main spans:	2
Main spans material:	Concrete continuous [2]
Main spans design:	Arch - Deck [11]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	400 [as of 2006]
Truck traffic:	5% of total traffic
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	34.7 tons [31.5 metric tons]
Inventory rating:	15.8 tons [14.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	48.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,118,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	500 [as of 1997]
Truck traffic:	9% of total traffic
Superstructure condition:	Fair [5 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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	34.7 tons [31.5 metric tons]
Inventory rating:	15.8 tons [14.4 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	48.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,118,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	100 [as of 1988]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Fair [5 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	32.7 tons [29.7 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Sufficiency rating:	48.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$961,000

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