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US 95 over JUMP CREEK

Owyhee County, Idaho

Map

Coordinates:
+43.56622, -116.92122
43°33'58" N, 116°55'16" W

Facts

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

Name:	US 95 over JUMP CREEK
Structure number:	000000000018045
Location:	5.0 S. HOMEDALE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	46.9 ft. `[14.3 m]`
Total length:	47.9 ft. `[14.6 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	39.7 ft. `[12.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1982
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,300 `[as of 2015]`
Truck traffic:	21% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	77.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$751,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Satisfactory	Satisfactory	Fair	2300	77.2
January 2015	Fair	Satisfactory	Satisfactory	Fair	2000	78.5
January 2013	Fair	Satisfactory	Satisfactory	Fair	2100	82.9
January 2012	Fair	Satisfactory	Satisfactory	Fair	2100	82.9
January 2011	Fair	Satisfactory	Satisfactory	Fair	2100	82.9
January 2010	Fair	Satisfactory	Satisfactory	Fair	2000	81.9
January 2009	Fair	Satisfactory	Satisfactory	Fair	2000	81.9
January 2008	Fair	Satisfactory	Satisfactory	Fair	2000	81.9
January 2007	Fair	Satisfactory	Satisfactory	Fair	2000	81.9
January 2006	Fair	Satisfactory	Satisfactory	Fair	1800	81.9
January 2005	Fair	Good	Good	Fair	1800	81.9
January 2004	Fair	Good	Good	Fair	1800	81.9
March 2001	Fair	Good	Good	Fair	1800	83.9
March 1999	Fair	Good	Good	Satisfactory	1700	94.9
March 1997	Fair	Very Good	Very Good	Satisfactory	1700	98.0
March 1995	Good	Very Good	Very Good	Good	1700	97.0
July 1993	Good	Very Good	Very Good	Good	1360	97.0
July 1991	Good	Very Good	Very Good	Very Good	1360	98.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	335	335	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	1,906	1,906	0	0	0
Wearing Surfaces	sq. ft.	1,824	1,824	0	0	0
Concrete Protective Coating	sq. ft.	1,824	0	0	0	1,824
Substructure
Reinforced Concrete Abutment	linear ft.	79	67	10	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	95	94	1	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/1131977