ARLINGTON AV over TRUCKEE RVR

Map

Coordinates:
+39.52457, -119.81669
39°31'28" N, 119°49'00" W

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

Name:	ARLINGTON AV over TRUCKEE RVR
Structure number:	B1532
Location:	RENO - N BRIDGE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	43.0 ft. `[13.1 m]`
Total length:	122.1 ft. `[37.2 m]`
Roadway width between curbs:	61.4 ft. `[18.7 m]`
Deck width edge-to-edge:	75.5 ft. `[23.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1921
Year reconstructed:	1967
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	13,000 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	54.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,063,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Poor	Poor	Fair	Poor	13000	54.5
April 2017	Poor	Poor	Fair	Poor	13000	50.2
April 2016	Poor	Poor	Fair	Poor	13000	50.2
April 2015	Poor	Poor	Fair	Fair	13000	67.2
April 2014	Poor	Poor	Fair	Fair	13000	67.2
April 2013	Poor	Poor	Fair	Fair	13000	67.2
April 2012	Fair	Fair	Fair	Fair	13000	69.3
September 2011	Fair	Fair	Fair	Fair	13000	67.6
April 2010	Fair	Fair	Fair	Fair	13000	35.0
April 2009	Fair	Fair	Fair	Fair	13000	35.0
April 2008	Fair	Fair	Fair	Fair	13000	35.0
May 2007	Fair	Fair	Fair	Fair	13000	35.0
April 2006	Fair	Fair	Fair	Fair	13800	34.4
April 2004	Fair	Fair	Fair	Fair	14200	39.3
August 2003	Fair	Fair	Fair	Fair	13200	39.9
April 2002	Fair	Fair	Fair	Fair	13600	81.3
September 2000	Poor	Fair	Fair	Poor	13600	64.2
May 1999	Fair	Fair	Fair	Fair	15500	80.8
April 1998	Fair	Fair	Fair	Fair	15500	80.8
March 1997	Poor	Fair	Fair	Serious	16600	46.7
May 1995	Fair	Fair	Fair	Satisfactory	15550	80.9
June 1993	Poor	Fair	Poor	Satisfactory	15000	64.0
May 1992	Fair	Satisfactory	Satisfactory	Fair	15000	82.1
June 1990	Fair	Satisfactory	Satisfactory	Fair	15000	85.1

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 Girder/Beam	linear ft.	1,342	949	353	40	0
Deck
Reinforced Concrete Deck	sq. ft.	9,211	3,211	4,000	2,000	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	131	0	121	10	0
Reinforced Concrete Abutment	linear ft.	151	49	70	22	10
Reinforced Concrete Pile Cap/Footing	linear ft.	282	0	282	0	0
Reinforced Concrete Pier Cap	linear ft.	131	108	20	3	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	244	0	230	10	4