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US-50 HWY over COTTONWOOD RIVER DRN

Chase County, Kansas

Map

Coordinates:
+38.27139, -96.81167
38°16'17" N, 96°48'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	US-50 HWY over COTTONWOOD RIVER DRN
Structure number:	999905000090681
Location:	1.78 MI NE MARION COLN
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	122.4 ft. `[37.3 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	45.9 ft. `[14.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1996
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Not applicable `[N]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,440 `[as of 2016]`
Truck traffic:	47% 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:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	99.8
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$186,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Good	Very Good	Very Good	2440	99.8
October 2015	Good	Good	Very Good	Very Good	2460	99.8
November 2013	Good	Good	Very Good	Very Good	2460	99.8
November 2011	Good	Very Good	Very Good	Very Good	2660	99.8
October 2009	Good	Very Good	Very Good	Very Good	2610	99.8
December 2007	Good	Very Good	Very Good	Very Good	2880	99.7
November 2005	Good	Very Good	Very Good	Very Good	2870	99.7
October 2003	Good	Very Good	Very Good	Very Good	2640	99.8
November 2001	Good	Very Good	Very Good	Very Good	2575	99.8
August 1999	Good	Very Good	Very Good	Very Good	2775	99.7
March 1998	Good	Very Good	Very Good	Very Good	2430	99.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	88	82	6	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	245	245	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	5,390	5,282	108	0	0

© Copyright 2012-19, 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/1202890