Share:

13TH STREET NORTH over WESTLINK TRIB COWSKIN CR

Map 

Coordinates:
+37.70868, -97.45401
37°42'31" N, 97°27'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:13TH STREET NORTH over WESTLINK TRIB COWSKIN CR
Structure number:530400870CCWR70
Location:13TH ST AT WESTLINK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:43.0 ft. [13.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Posted for load [P]
Average daily traffic:15,565 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:52.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201552.4Not deficient---15565
October 201352.4Not deficient---15565
December 201150.1Not deficient---15565
October 200950.1Not deficient---15565
May 200750.1Not deficient---15565
November 200248.9Structurally deficient---15171
January 200048.9Functionally obsolete---15171
February 199747.3Functionally obsolete---10185
January 199547.9Functionally obsolete---13000
May 199369.5Not deficient---14187
May 199175.6Functionally obsolete---14187