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ADELINE STREET over UP RR, BNSF RY, AMTRAK

Alameda County, California

Map

Coordinates:
+37.79888, -122.29256
37°47'56" N, 122°17'33" W

Facts

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

Name:	ADELINE STREET over UP RR, BNSF RY, AMTRAK
Structure number:	33C0028
Location:	JUST SOUTH OF 3RD ST
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	107.9 ft. `[32.9 m]`
Total length:	911.1 ft. `[277.7 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	69.9 ft. `[21.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1978
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	11
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	7,754 `[as of 2003]`
Truck traffic:	8% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	56.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$22,855,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Poor	Poor	Poor	Good	7754	56.7
November 2016	Fair	Good	Fair	Good	7754	76.1
November 2014	Good	Very Good	Good	Very Good	7754	87.2
January 2013	Fair	Satisfactory	Good	Good	7754	87.2
January 2011	Fair	Satisfactory	Good	Good	7754	86.2
December 2008	Poor	Serious	Good	Good	7754	81.1
December 2006	Poor	Serious	Good	Good	7754	81.1
October 2005	Poor	Serious	Good	Good	7754	81.1
December 2002	Poor	Serious	Good	Good	5115	81.4
December 2000	Fair	Satisfactory	Good	Good	5115	86.5
October 1998	Fair	Satisfactory	Good	Good	5115	85.5
August 1995	Fair	Satisfactory	Good	Satisfactory	5115	85.6
December 1993	Fair	Satisfactory	Good	Satisfactory	5115	85.6
June 1991	Fair	Satisfactory	Good	Satisfactory	5115	85.6

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.	278	139	139	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	4,792	0	2,470	2,322	0
Concrete Protective Coating	sq. ft.	3,848	0	0	3,848	0
Substructure
Prestressed Concrete Column	each	60	60	0	0	0
Reinforced Concrete Column	each	20	20	0	0	0
Reinforced Concrete Abutment	linear ft.	54	34	20	0	0
Prestressed Concrete Pile	each	1	1	0	0	0
Reinforced Concrete Pier Cap	linear ft.	170	170	0	0	0
Joints
Assembly with Seal	each	43	39	0	0	4
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	277	232	25	20	0
Other Material Bridge Rail	linear ft.	277	277	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	1,090	50	589	451	0
Concrete Protective Coating	sq. ft.	890	0	0	890	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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