Share:

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

Montgomery County, Kansas

Map

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

View more info at Bridgehunter.com

Facts

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Good	Good	Good	9590	56.6
February 2015	Good	Good	Good	Good	9000	60.7
March 2013	Good	Good	Good	Good	9000	58.3
March 2011	Good	Good	Good	Good	10000	58.1
April 2009	Good	Good	Good	Good	11500	57.9
February 2007	Good	Very Good	Good	Good	11000	58.0
February 2005	Good	Very Good	Very Good	Very Good	11400	57.9
February 2003	Good	Good	Very Good	Good	12420	57.4
June 2001	Good	Good	Very Good	Good	10805	57.6
October 1999	Good	Very Good	Very Good	Good	7240	58.2
March 1997	Fair	Satisfactory	Good	Good	12480	55.4
April 1995	Good	Good	Good	Good	14240	50.3
March 1994	Good	Good	Good	Good	13730	53.9
February 1993	Good	Good	Good	Good	13840	53.9
August 1991	Fair	Satisfactory	Satisfactory	Good	9680	54.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	4,368	4,229	139	0	0
Steel Protective Coating	sq. ft.	32,259	31,291	430	215	323
Deck
Reinforced Concrete Deck	sq. ft.	32,076	31,519	321	236	0
Wearing Surfaces	sq. ft.	32,076	31,755	321	0	0
Substructure
Reinforced Concrete Column	each	33	29	4	0	0
Reinforced Concrete Abutment	linear ft.	112	103	9	0	0
Reinforced Concrete Pier Cap	linear ft.	484	460	21	3	0
Joints
Assembly without Seal Joint	linear ft.	88	88	0	0	0
Bearings
Movable Bearing	each	66	52	14	0	0
Fixed Bearing	each	18	18	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,458	1,329	49	80	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1204398