US75, US160 HWY over UP RR, 20TH ST & Drg.


+37.22333, -95.72278
37°13'24" N, 95°43'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US75, US160 HWY over UP RR, 20TH ST & Drg.
Structure number:999907500630084
Location:2.28 MI E WJCT US160
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:735.9 ft. [224.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:12
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,590 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:56.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,117,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodGoodGoodGood959056.6
February 2015GoodGoodGoodGood900060.7
March 2013GoodGoodGoodGood900058.3
March 2011GoodGoodGoodGood1000058.1
April 2009GoodGoodGoodGood1150057.9
February 2007GoodVery GoodGoodGood1100058.0
February 2005GoodVery GoodVery GoodVery Good1140057.9
February 2003GoodGoodVery GoodGood1242057.4
June 2001GoodGoodVery GoodGood1080557.6
October 1999GoodVery GoodVery GoodGood724058.2
March 1997FairSatisfactoryGoodGood1248055.4
April 1995GoodGoodGoodGood1424050.3
March 1994GoodGoodGoodGood1373053.9
February 1993GoodGoodGoodGood1384053.9
August 1991FairSatisfactorySatisfactoryGood968054.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.4,3684,22913900
Steel Protective Coatingsq. ft.32,25931,291430215323
Reinforced Concrete Decksq. ft.32,07631,5193212360
Wearing Surfacessq. ft.32,07631,75532100
Reinforced Concrete Columneach3329400
Reinforced Concrete Abutmentlinear ft.112103900
Reinforced Concrete Pier Caplinear ft.4844602130
Assembly without Seal Jointlinear ft.8888000
Movable Bearingeach66521400
Fixed Bearingeach1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4581,32949800