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STATE PARK ROAD over CARSON RVR

Churchill County, Nevada

Map

Coordinates:
+39.46372, -119.05556
39°27'49" N, 119°03'20" W

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Facts

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

Name:	STATE PARK ROAD over CARSON RVR
Structure number:	B1715
Location:	WEST OF FALLON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	148.0 ft. `[45.1 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Owner:	State Park, Forest, or Reservation Agency `[11]`
Year built:	1980
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	88 `[as of 2014]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	83.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$663,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Satisfactory	Satisfactory	Good	88	83.5
March 2015	Fair	Good	Satisfactory	Good	88	83.5
March 2013	Good	Good	Good	Good	80	83.5
March 2011	Good	Good	Good	Good	80	80.1
March 2009	Fair	Good	Good	Satisfactory	80	91.3
April 2007	Fair	Good	Good	Satisfactory	80	91.3
March 2005	Fair	Satisfactory	Satisfactory	Satisfactory	75	92.3
April 2004	Good	Good	Good	Good	55	92.5
February 2004	Poor	Good	Good	Serious	55	47.9
April 2001	Fair	Good	Good	Satisfactory	55	92.5
May 1999	Good	Good	Good	Good	55	92.5
May 1997	Good	Good	Good	Good	55	92.5
May 1995	Good	Good	Good	Good	50	92.6
March 1993	Good	Good	Good	Good	50	93.6
April 1991	Good	Good	Very Good	Good	150	87.8

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	4,218	0	4,218	0	0
Superstructure
Reinforced Concrete Arch	linear ft.	300	0	299	1	0
Reinforced Concrete Floor Beam	linear ft.	105	105	0	0	0
Steel Pin or Pin & Hangar Assembly	each	3	3	0	0	0
Substructure
Reinforced Concrete Column	each	15	13	2	0	0
Reinforced Concrete Pier Wall	linear ft.	26	24	2	0	0
Reinforced Concrete Abutment	linear ft.	57	54	3	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	4	3	1	0	0
Reinforced Concrete Pier Cap	linear ft.	57	57	0	0	0
Joints
Pourable Joint	linear ft.	57	0	32	0	25
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	296	296	0	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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