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ST RTE 160 SB, LRT over UP RR,BNSF RY,NORTHGATE

Sacramento County, California

Map

Coordinates:
+38.59759, -121.47469
38°35'51" N, 121°28'29" W

Facts

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

Name:	ST RTE 160 SB, LRT over UP RR,BNSF RY,NORTHGATE
Structure number:	24 0100L
Location:	03-SAC-160-R44.65-SAC
Purpose:	Carries highway and railroad over highway, waterway, and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	41.0 ft. `[12.5 m]`
Total length:	1496.1 ft. `[456.0 m]`
Roadway width between curbs:	54.8 ft. `[16.7 m]`
Deck width edge-to-edge:	64.6 ft. `[19.7 m]`
Vertical clearance below bridge:	26.2 ft. `[8.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1942
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	38
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	26,500 `[as of 2009]`
Truck traffic:	5% 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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	85.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Good	26500	85.3
June 2015	Good	Good	Very Good	Very Good	26500	85.3
May 2013	Good	Good	Good	Very Good	26500	85.3
May 2011	Fair	Satisfactory	Satisfactory	Good	26500	85.3
May 2010	Fair	Satisfactory	Satisfactory	Good	26500	85.3
March 2008	Fair	Satisfactory	Good	Good	26500	86.7
December 2005	Fair	Satisfactory	Good	Good	26500	86.7
September 2004	Fair	Satisfactory	Good	Good	26500	86.7
January 2004	Fair	Satisfactory	Good	Good	915	94.1
April 2002	Fair	Satisfactory	Good	Good	915	94.1
July 2001	Fair	Satisfactory	Good	Good	915	96.1
September 2000	Fair	Satisfactory	Good	Good	915	96.1
August 1997	Good	Good	Good	Good	915	97.1
September 1996	Good	Good	Good	Good	24900	88.1
July 1994	Fair	Good	Satisfactory	Good	24900	87.5
March 1992	Fair	Good	Satisfactory	Good	27000	86.8

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	5,017	4,992	25	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	8,983	8,533	450	0	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	88	88	0	0	0
Substructure
Reinforced Concrete Column	each	70	70	0	0	0
Reinforced Concrete Abutment	linear ft.	40	40	0	0	0
Steel Pile	each	2	2	0	0	0
Reinforced Concrete Pile	each	4	4	0	0	0
Reinforced Concrete Pier Cap	linear ft.	730	730	0	0	0
Joints
Pourable Joint	linear ft.	20	20	0	0	0
Other Joint	linear ft.	102	102	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	912	912	0	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/1043744