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WICHITA STREET over FRENCHMAN CREEK

Map

Coordinates:
+40.41833, -101.36833
40°25'06" N, 101°22'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WICHITA STREET over FRENCHMAN CREEK
Structure number:M2575C4005
Location:WAUNETA WITCHITA @ FALLS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:54.1 ft. [16.5 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1983
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2003]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:97.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodGoodVery GoodVery Good30097.7
August 2016GoodGoodVery GoodVery Good30097.8
August 2014GoodVery GoodVery GoodVery Good30097.8
August 2012GoodExcellentExcellentExcellent30098.0
December 2010GoodExcellentExcellentExcellent30098.0
December 2008GoodExcellentExcellentExcellent30098.0
November 2006GoodExcellentExcellentExcellent30094.9
October 2004GoodExcellentExcellentExcellent30094.9
October 2002GoodExcellentExcellentExcellent30094.9
August 2000GoodExcellentExcellentExcellent30094.9
August 1998GoodExcellentExcellentExcellent30094.9
July 1996GoodExcellentExcellentExcellent30094.9
April 1994GoodExcellentExcellentExcellent30094.9
April 1992GoodExcellentExcellentExcellent30094.9
September 1990GoodExcellentExcellentExcellent30094.9