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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 

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201574.7FairSatisfactorySatisfactoryVery GoodFO13000
October 201375.7GoodGoodGoodVery GoodFO13000
December 201175.7GoodGoodVery GoodVery GoodFO13000
November 200975.7GoodGoodVery GoodVery GoodFO13000
May 200775.7GoodVery GoodVery GoodVery GoodFO13000
December 200274.7GoodGoodVery GoodVery GoodFO16406
February 200074.7GoodGoodVery GoodVery Good-16406
February 199776.7GoodVery GoodVery GoodVery Good-9940
January 199576.1GoodVery GoodVery GoodVery Good-11739
October 199134.7FairSatisfactoryFairGoodSD7361
September 199042.7FairSatisfactoryFairGoodSD7361