SECOND STREET over WICHITA DRAINAGE CANAL

Map 

Facts 

Name:	SECOND STREET over WICHITA DRAINAGE CANAL
Structure number:	5304008700WDC90
Location:	2ND ST AT I-135
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	47.9 ft. [14.6 m]
Total length:	123.0 ft. [37.5 m]
Roadway width between curbs:	52.5 ft. [16.0 m]
Deck width edge-to-edge:	66.3 ft. [20.2 m]
Skew angle:	19°
Owner:	City or Municipal Highway Agency [04]
Year built:	1972
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 continuous [2]
Main spans design:	Slab [01]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	11,000 [as of 2006]
Truck traffic:	4% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Good [7 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:	96.8 tons [88.0 metric tons]
Inventory rating:	57.9 tons [52.6 metric tons]
Sufficiency rating:	79.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$125,000

2000 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	10,791 [as of 1995]
Truck traffic:	4% of total traffic
Deck condition:	Very Good [8 out of 9]
Superstructure condition:	Very Good [8 out of 9]
Substructure condition:	Good [7 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:	94.8 tons [86.2 metric tons]
Inventory rating:	56.9 tons [51.7 metric tons]
Sufficiency rating:	79.7

1992 Inspection 

Status:	Open, no restriction [A]
Average daily traffic:	9,167 [as of 1988]
Deck condition:	Very Good [8 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:	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:	82.1

Comments