5328C over FOUR MILE CREEK

Map 

Facts 

Name:	5328C over FOUR MILE CREEK
Structure number:	105800000000000
Old structure number:	53N4060E0260005 (from 1992 edition)
Location:	12. 0 MI SW OF NOWATA
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) [07]
Length of largest span:	11.2 ft. [3.4 m]
Total length:	26.9 ft. [8.2 m]
Roadway width between curbs:	24.0 ft. [7.3 m]
Deck width edge-to-edge:	26.9 ft. [8.2 m]
Owner:	County Highway Agency [02]
Year built:	1947
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 9 / H 10 [1]
Number of main spans:	2
Main spans material:	Steel [3]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 2008]
Truck traffic:	15% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Serious [3 out of 9]
Substructure condition:	Serious [3 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	25.2 tons [22.9 metric tons]
Inventory rating:	15.1 tons [13.7 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	37.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$251,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1999]
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Poor [4 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	18.8 tons [17.1 metric tons]
Inventory rating:	16.1 tons [14.6 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	47.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$176,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	100 [as of 1989]
Deck condition:	Fair [5 out of 9]
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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	23.5 tons [21.4 metric tons]
Inventory rating:	16.1 tons [14.6 metric tons]
Sufficiency rating:	66.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$200,000

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