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I35 HWY (KTA)EL-WL over SHAW CREEK

Map

Coordinates:
+38.14278, -96.52000
38°08'34" N, 96°31'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I35 HWY (KTA)EL-WL over SHAW CREEK
Structure number:999903500090543
Location:5.53 MI NE BUTLER CO LINE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:14.1 ft. [4.3 m]
Total length:35.1 ft. [10.7 m]
Skew angle:35°
Owner:State Toll Authority [31]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,800 [as of 2016]
Truck traffic:21% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$82,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Good7 out of 101480083.0
July 2015Good7 out of 101340083.0
September 2013Good7 out of 101340083.0
June 2012Fair6 out of 101250080.0
July 2011Fair6 out of 101264080.0
June 2010Fair6 out of 101264080.0
June 2009Fair6 out of 101250080.0
July 2008Fair6 out of 101250080.0
May 2007Fair6 out of 101280080.0
July 2006Fair6 out of 101269080.0
June 2005Fair6 out of 101290080.0
June 2004Fair6 out of 101290080.0
June 2003Fair6 out of 101270095.0
July 2002Fair6 out of 101271095.0
May 2001Fair6 out of 101230095.0
May 2000Fair6 out of 101187095.0
June 1999Fair6 out of 101187095.0
June 1998Fair6 out of 101133095.0
July 1997Fair6 out of 101066095.0
July 1996Fair6 out of 101043095.0
June 1994Good7 out of 10979095.0
June 1993Good7 out of 10853098.0
June 1992Good7 out of 10869295.0
August 1991Good7 out of 10853095.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2802601460