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SR306 GOLD ACRES over HUMBOLDT RVR

Eureka County, Nevada

Map

Coordinates:
+40.59831, -116.47519
40°35'54" N, 116°28'31" W

Facts

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

Name:	SR306 GOLD ACRES over HUMBOLDT RVR
Structure number:	B 396
Location:	BEOWAWE
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	159.8 ft. `[48.7 m]`
Total length:	163.1 ft. `[49.7 m]`
Roadway width between curbs:	35.8 ft. `[10.9 m]`
Deck width edge-to-edge:	38.7 ft. `[11.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	2006
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,400 `[as of 2014]`
Truck traffic:	12% 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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Good	Good	1400	90.0
July 2015	Good	Good	Very Good	Good	1400	90.0
July 2013	Good	Good	Very Good	Good	900	92.9
July 2011	Good	Good	Very Good	Very Good	900	86.6
July 2009	Good	Very Good	Very Good	Very Good	900	86.6
August 2007	Good	Very Good	Very Good	Very Good	900	86.6
September 2006	Good	Very Good	Very Good	Very Good	900	86.6
March 2005	Poor	Satisfactory	Satisfactory	Serious	440	33.4
February 2004	Poor	Satisfactory	Satisfactory	Serious	440	33.4
March 2003	Poor	Satisfactory	Satisfactory	Poor	440	46.6
August 2002	Poor	Satisfactory	Satisfactory	Poor	440	46.6
October 2000	Poor	Satisfactory	Satisfactory	Serious	440	33.4
November 1999	Poor	Satisfactory	Satisfactory	Serious	860	24.0
September 1998	Poor	Satisfactory	Satisfactory	Serious	860	24.0
October 1997	Poor	Satisfactory	Satisfactory	Serious	365	36.7
August 1995	Fair	Satisfactory	Satisfactory	Fair	305	66.9
March 1994	Fair	Satisfactory	Satisfactory	Satisfactory	305	78.4
June 1992	Poor	Poor	Poor	Fair	305	40.5
August 1991	Poor	Poor	Poor	Poor	280	41.0

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
Steel Girder/Beam	linear ft.	652	642	10	0	0
Steel Protective Coating	sq. ft.	652	642	0	0	10
Deck
Reinforced Concrete Deck	sq. ft.	6,312	1,894	4,418	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	77	73	4	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	77	77	0	0	0
Reinforced Concrete Pile	each	8	8	0	0	0
Joints
Strip Seal Joint	linear ft.	77	0	77	0	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	326	295	31	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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