COLL 7698 over E FK MAPLE CREEK

Map 

Facts 

Name:	COLL 7698 over E FK MAPLE CREEK
Structure number:	C008424440
Location:	15S 1.3E OF PILGER
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) [08]
Length of largest span:	75.1 ft. [22.9 m]
Total length:	77.1 ft. [23.5 m]
Roadway width between curbs:	27.9 ft. [8.5 m]
Deck width edge-to-edge:	28.5 ft. [8.7 m]
Owner:	County Highway Agency [02]
Year built:	2001
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Main span material:	Steel [3]
Main span design:	Stringer/Multi-beam or girder [02]
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:	55 [as of 1998]
Deck condition:	Excellent [9 out of 9]
Superstructure condition:	Excellent [9 out of 9]
Substructure condition:	Excellent [9 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]
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:	55.4 tons [50.4 metric tons]
Inventory rating:	32.7 tons [29.7 metric tons]
Sufficiency rating:	97.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$96,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	55 [as of 1999]
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 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:	27.7 tons [25.2 metric tons]
Inventory rating:	11.9 tons [10.8 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	42.8
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:	$96,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	55 [as of 1990]
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 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:	27.8 tons [25.3 metric tons]
Inventory rating:	12.4 tons [11.3 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	57.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$94,000

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