INTERSTATE 5 over SACRAMENTO,UP RR,AMTRAK

Map

Coordinates:
+41.21973, -122.27480
41°13'11" N, 122°16'29" W

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

Name:	INTERSTATE 5 over SACRAMENTO,UP RR,AMTRAK
Structure number:	02 0002
Location:	02-SIS-005-2.65-DMR
Purpose:	Carries highway over railroad and waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	190.6 ft. `[58.1 m]`
Total length:	579.1 ft. `[176.5 m]`
Roadway width between curbs:	83.3 ft. `[25.4 m]`
Deck width edge-to-edge:	88.6 ft. `[27.0 m]`
Vertical clearance below bridge:	39.4 ft. `[12.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1955
Year reconstructed:	1983
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:	3
Main spans material:	Concrete `[1]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	18,000 `[as of 2010]`
Truck traffic:	28% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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:	81.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Good	Good	18000	81.1
July 2016	Good	Good	Good	Good	18000	81.1
August 2014	Good	Very Good	Good	Very Good	18000	81.1
July 2012	Fair	Good	Good	Satisfactory	18000	81.1
August 2010	Fair	Good	Good	Satisfactory	15400	81.4
July 2008	Poor	Serious	Satisfactory	Satisfactory	15400	75.2
August 2006	Poor	Poor	Satisfactory	Satisfactory	15400	77.3
July 2004	Poor	Poor	Good	Satisfactory	15400	77.3
March 2002	Fair	Good	Good	Satisfactory	15400	80.4
February 2002	Fair	Good	Good	Satisfactory	15400	80.4
August 1999	Fair	Fair	Good	Good	15400	79.3
July 1998	Fair	Fair	Good	Good	15400	79.3
August 1996	Fair	Satisfactory	Good	Good	16700	80.2
August 1994	Fair	Satisfactory	Satisfactory	Good	16700	80.4
June 1992	Fair	Satisfactory	Satisfactory	Good	15600	80.5

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.	163	162	0	1	0
Deck
Reinforced Concrete Deck	sq. ft.	1,788	1,192	596	0	0
Wearing Surfaces	sq. ft.	1,714	1,360	354	0	0
Superstructure
Reinforced Concrete Arch	linear ft.	134	109	25	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,613	2,583	30	0	0
Wearing Surfaces	sq. ft.	2,418	2,178	240	0	0
Substructure
Reinforced Concrete Column	each	30	16	13	1	0
Reinforced Concrete Abutment	linear ft.	66	66	0	0	0
Steel Pile	each	1	1	0	0	0
Reinforced Concrete Pier Cap	linear ft.	135	135	0	0	0
Joints
Strip Seal Joint	linear ft.	30	15	10	5	0
Compression Joint	linear ft.	111	69	37	5	0
Bearings
Enclosed/Concealed Bearing	each	2	2	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	530	530	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	366	366	0	0	0
Wearing Surfaces	sq. ft.	351	316	35	0	0