K5 HWY over MARSHALL CREEK

Map 

Facts 

Name:	K5 HWY over MARSHALL CREEK
Structure number:	999900501052851
Location:	1.49 MI E OF I-435
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	8.9 ft. [2.7 m]
Total length:	28.2 ft. [8.6 m]
Owner:	State Highway Agency [01]
Year built:	1989
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	MS 18 / HS 20 [5]
Number of main spans:	3
Main spans material:	Concrete [1]
Main spans design:	Culvert [19]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	4,120 [as of 2009]
Truck traffic:	5% 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:	No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:	99.4
Recommended work:	Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:	$38,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	3,645 [as of 1999]
Truck traffic:	6% of total traffic
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]
Culvert condition:	No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:	97.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$108,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	2,890 [as of 1990]
Truck traffic:	2% of total traffic
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Culvert condition:	No deficiencies [9]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	35.5 tons [32.3 metric tons]
Inventory rating:	35.5 tons [32.3 metric tons]
Sufficiency rating:	96.6

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