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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201575.6Not deficientGoodVery GoodGood21700
October 201374.6Not deficientGoodVery GoodVery Good21700
September 201174.6Not deficientGoodVery GoodVery Good21700
November 200974.6Not deficientGoodVery GoodVery Good21700
July 200776.6Not deficientVery GoodVery GoodVery Good21700
December 200276.1Not deficientGoodVery GoodVery Good23593
February 200076.1Not deficientGoodVery GoodVery Good23593
February 199776.4Not deficientGoodVery GoodVery Good22414
January 199578.4Functionally obsoleteVery GoodVery GoodVery Good9130
May 199376.9Not deficientExcellentExcellentExcellent18255
July 199177.9Not deficientExcellentExcellentExcellent18255