10TH STREET NORTH over WICHITA DRAINAGE CANAL

Map 

Facts 

Name:	10TH STREET NORTH over WICHITA DRAINAGE CANAL
Structure number:	530400870WDC140
Location:	10TH ST AT I-135
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) [19]
Length of largest span:	44.9 ft. [13.7 m]
Total length:	96.1 ft. [29.3 m]
Roadway width between curbs:	29.5 ft. [9.0 m]
Deck width edge-to-edge:	49.5 ft. [15.1 m]
Skew angle:	15°
Owner:	City or Municipal Highway Agency [04]
Year built:	1925
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 18 / H 20 [4]
Number of main spans:	3
Main spans material:	Concrete continuous [2]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	200 [as of 2006]
Truck traffic:	2% of total traffic
Deck condition:	Poor [4 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	73.8 tons [67.1 metric tons]
Inventory rating:	43.9 tons [39.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	68.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$310,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	150 [as of 1995]
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Poor [4 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:	72.8 tons [66.2 metric tons]
Inventory rating:	43.9 tons [39.9 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	71.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$231,000

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	121 [as of 1980]
Deck condition:	Good [7 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Very Good [8 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:	24.8 tons [22.5 metric tons]
Inventory rating:	18.6 tons [16.9 metric tons]
Sufficiency rating:	86.6

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