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MAPLE STREET over WESTLINK TRIB COWSKIN CR

Map 

Coordinates:
+37.67937, -97.45766
37°40'46" N, 97°27'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAPLE STREET over WESTLINK TRIB COWSKIN CR
Structure number:530400870CCWR45
Location:MAPLE AT SEVILLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.2 ft. [15.9 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:1994
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]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:13,000 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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]
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:32.9 tons [29.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$350,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201574.7Functionally obsoleteSatisfactorySatisfactoryVery Good13000
October 201375.7Functionally obsoleteGoodGoodVery Good13000
December 201175.7Functionally obsoleteGoodVery GoodVery Good13000
November 200975.7Functionally obsoleteGoodVery GoodVery Good13000
May 200775.7Functionally obsoleteVery GoodVery GoodVery Good13000
December 200274.7Functionally obsoleteGoodVery GoodVery Good16406
February 200074.7Not deficientGoodVery GoodVery Good16406
February 199776.7Not deficientVery GoodVery GoodVery Good9940
January 199576.1Not deficientVery GoodVery GoodVery Good11739
October 199134.7Structurally deficientSatisfactoryFairGood7361
September 199042.7Structurally deficientSatisfactoryFairGood7361