MAPLE STREET over WICHITA VALLEY CTR FLDWY

Map 

Facts 

Name:	MAPLE STREET over WICHITA VALLEY CTR FLDWY
Structure number:	430400876350030
Location:	MAPLE AT CARLTON TWINS
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	87.9 ft. [26.8 m]
Total length:	863.9 ft. [263.3 m]
Roadway width between curbs:	52.5 ft. [16.0 m]
Deck width edge-to-edge:	70.2 ft. [21.4 m]
Skew angle:	33°
Owner:	City or Municipal Highway Agency [04]
Year built:	1958
Year reconstructed:	1990
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:	10
Main spans material:	Prestressed concrete continuous [6]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Latex Concrete or similar additive [3]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	21,700 [as of 2006]
Truck traffic:	2% of total traffic
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:	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 assessed or calculated scour condition. [5]
Operating rating:	46.9 tons [42.6 metric tons]
Inventory rating:	40.9 tons [37.2 metric tons]
Sufficiency rating:	74.6

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	22,414 [as of 1995]
Truck traffic:	2% of total traffic
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:	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]
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:	54.9 tons [49.9 metric tons]
Inventory rating:	49.0 tons [44.5 metric tons]
Sufficiency rating:	76.4

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	18,255 [as of 1988]
Truck traffic:	5% of total traffic
Deck condition:	Excellent [9 out of 9]
Superstructure condition:	Excellent [9 out of 9]
Substructure condition:	Excellent [9 out of 9]
Channel protection:	There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:	Scour calculation/evaluation has not been made. [6]
Operating rating:	47.5 tons [43.2 metric tons]
Inventory rating:	35.6 tons [32.4 metric tons]
Sufficiency rating:	77.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$3,579,000

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