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I090 E over 173 AVE (FAS 6110)

Pennington County, South Dakota

Map

Coordinates:
+44.10327, -102.58818
44°06'12" N, 102°35'17" W

Facts

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

Name:	I090 E over 173 AVE (FAS 6110)
Structure number:	000000052730286
Location:	8 W WASTA INTERCHANGE
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	158.1 ft. `[48.2 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 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:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,040 `[as of 2017]`
Truck traffic:	23% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	58.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$780,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Fair	Fair	Satisfactory	4040	58.4
July 2015	Fair	Good	Satisfactory	Satisfactory	3650	70.5
July 2013	Fair	Good	Satisfactory	Satisfactory	3600	70.5
July 2011	Fair	Good	Satisfactory	Satisfactory	3785	70.5
July 2009	Fair	Fair	Satisfactory	Satisfactory	3695	69.5
July 2007	Fair	Fair	Satisfactory	Satisfactory	3650	69.5
September 2005	Fair	Satisfactory	Satisfactory	Satisfactory	3410	70.2
September 2003	Fair	Good	Good	Satisfactory	3640	70.2
July 2002	Fair	Good	Good	Satisfactory	3810	70.2
November 2000	Fair	Satisfactory	Good	Satisfactory	3550	69.3
November 1998	Fair	Fair	Satisfactory	Satisfactory	3685	69.3
November 1996	Fair	Good	Satisfactory	Satisfactory	4050	71.2
November 1994	Fair	Good	Satisfactory	Satisfactory	3730	71.1
November 1992	Fair	Good	Satisfactory	Satisfactory	2100	72.5
November 1990	Fair	Good	Satisfactory	Good	3165	66.1

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	2	0	2	0	0
Reinforced Concrete Abutment	linear ft.	100	74	26	0	0
Reinforced Concrete Pier Cap	linear ft.	69	69	0	0	0
Joints
Strip Seal Joint	linear ft.	64	64	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	316	235	81	0	0
Deck
Reinforced Concrete Slab	sq. ft.	5,425	2,861	2,544	20	0
Wearing Surfaces	sq. ft.	9,480	8,199	1,263	0	18

© 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/1494378