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MAPLE STREET over WICHITA VALLEY CTR FLDWY

Map 

Coordinates:
+37.68002, -97.40915
37°40'48" N, 97°24'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAPLE STREET over WICHITA VALLEY CTR FLDWY
Structure number:430400876350030
Location:MAPLE AT CARLTON TWINS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.9 ft. [26.8 m]
Total length:863.9 ft. [263.3 m]
Roadway width between curbs:52.5 ft. [16.0 m]
Deck width edge-to-edge:70.2 ft. [21.4 m]
Skew angle:33°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1990
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:10
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,700 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:46.9 tons [42.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:75.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201575.6GoodGoodVery GoodGood-21700
October 201374.6GoodGoodVery GoodVery Good-21700
September 201174.6GoodGoodVery GoodVery Good-21700
November 200974.6GoodGoodVery GoodVery Good-21700
July 200776.6GoodVery GoodVery GoodVery Good-21700
December 200276.1GoodGoodVery GoodVery Good-23593
February 200076.1GoodGoodVery GoodVery Good-23593
February 199776.4GoodGoodVery GoodVery Good-22414
January 199578.4GoodVery GoodVery GoodVery GoodFO9130
May 199376.9GoodExcellentExcellentExcellent-18255
July 199177.9GoodExcellentExcellentExcellent-18255