COLL 7762 over OTOE CREEK

Map 

Facts 

Name:	COLL 7762 over OTOE CREEK
Structure number:	C007821625
Location:	.5N 3.7W OF LESHARA
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	100.1 ft. [30.5 m]
Total length:	140.1 ft. [42.7 m]
Roadway width between curbs:	20.3 ft. [6.2 m]
Deck width edge-to-edge:	20.3 ft. [6.2 m]
Owner:	County Highway Agency [02]
Year built:	1925
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Main span material:	Steel [3]
Main span design:	Truss - Thru [10]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:	Open, posting recommended but not legally implemented [B]
Average daily traffic:	37 [as of 1998]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 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]
Pier/abutment protection:	Navigation protection not required [1]
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:	17.8 tons [16.2 metric tons]
Inventory rating:	10.9 tons [9.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	50.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$460,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	37 [as of 1999]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	25.7 tons [23.4 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Sufficiency rating:	60.2

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	37 [as of 1990]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 out of 9]
Substructure condition:	Very Good [8 out of 9]
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	26.6 tons [24.2 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Sufficiency rating:	67.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$168,000

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