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MAPLE STREET over COWSKIN CREEK

Map 

Coordinates:
+37.67939, -97.45619
37°40'46" N, 97°27'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAPLE STREET over COWSKIN CREEK
Structure number:530400876201354
Location:MAPLE AT WAGON WHEEL
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:185.0 ft. [56.4 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Owner:City or Municipal Highway Agency [04]
Year built: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:4
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: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:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:74.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201574.7FairSatisfactorySatisfactoryVery GoodFO13000
October 201375.7GoodGoodGoodVery GoodFO13000
December 201175.7GoodGoodGoodVery GoodFO13000
November 200975.7GoodGoodVery GoodVery GoodFO13000
May 200775.7GoodGoodVery GoodVery GoodFO13000
December 200276.4GoodGoodVery GoodVery GoodFO10765
February 200076.4GoodGoodVery GoodVery Good-10765
February 199776.9GoodVery GoodVery GoodVery Good-9010
January 199576.1GoodVery GoodVery GoodVery GoodFO11739
October 199134.7FairSatisfactoryFairGoodSD7361
September 199042.7FairSatisfactoryFairGoodSD7361