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US085 over JONES CK

Harding County, South Dakota

Map

Coordinates:
+45.68772, -103.48361
45°41'16" N, 103°29'01" W

Facts

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

Name:	US085 over JONES CK
Structure number:	000000032280182
Location:	8.9 NE OF BUFFALO
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	23.3 ft. `[7.1 m]`
Total length:	117.1 ft. `[35.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1960
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:	5
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,548 `[as of 2016]`
Truck traffic:	26% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry 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:	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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	72.2
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$96,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Satisfactory	Good	Satisfactory	1548	72.2
March 2015	Fair	Satisfactory	Good	Satisfactory	1560	72.1
March 2013	Fair	Satisfactory	Good	Satisfactory	1665	71.2
April 2011	Poor	Poor	Satisfactory	Satisfactory	1365	63.2
April 2009	Poor	Poor	Satisfactory	Satisfactory	1023	66.4
April 2007	Poor	Poor	Satisfactory	Satisfactory	985	67.9
May 2005	Fair	Fair	Satisfactory	Satisfactory	1077	68.2
May 2003	Fair	Fair	Satisfactory	Satisfactory	1169	67.4
August 2001	Fair	Fair	Satisfactory	Satisfactory	1107	67.9
October 1999	Fair	Fair	Satisfactory	Satisfactory	893	69.1
October 1997	Fair	Satisfactory	Good	Good	819	70.8
October 1995	Good	Good	Good	Good	805	70.7
October 1993	Good	Good	Good	Good	640	72.5
February 1992	Good	Good	Good	Very Good	847	66.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	8	7	1	0	0
Reinforced Concrete Abutment	linear ft.	100	32	60	8	0
Reinforced Concrete Pier Cap	linear ft.	136	134	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	234	77	157	0	0
Deck
Reinforced Concrete Slab	sq. ft.	4,017	3,286	629	102	0
Wearing Surfaces	sq. ft.	3,510	3,458	52	0	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/1492231