US HWY 50 (I-305) over WESTACRE RD

Map

Coordinates:
+38.57584, -121.53082
38°34'33" N, 121°31'51" W

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

Name:	US HWY 50 (I-305) over WESTACRE RD
Structure number:	22 0102
Location:	03-YOL-050-2.18-WSAC
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	41.0 ft. `[12.5 m]`
Total length:	105.0 ft. `[32.0 m]`
Roadway width between curbs:	145.7 ft. `[44.4 m]`
Deck width edge-to-edge:	160.1 ft. `[48.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	18°
Owner:	State Highway Agency `[01]`
Year built:	1951
Year reconstructed:	1966
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 continuous `[2]`
Main spans design:	Slab `[01]`
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:	90,000 `[as of 2015]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 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]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	76.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2015	Good	Good	Good	Very Good	90000	76.0
April 2013	Fair	Fair	Good	Good	90000	75.0
April 2011	Fair	Fair	Good	Good	97000	75.0
April 2009	Fair	Fair	Good	Good	97000	75.0
April 2007	Fair	Fair	Good	Good	97000	75.0
April 2005	Poor	Serious	Fair	Good	97000	60.0
April 2003	Fair	Satisfactory	Good	Good	95200	76.0
July 2001	Fair	Satisfactory	Good	Good	95200	76.0
December 1999	Good	Good	Good	Good	95200	76.0
February 1998	Good	Good	Good	Good	95200	76.0
October 1995	Fair	Satisfactory	Satisfactory	Good	89400	76.0
September 1993	Fair	Satisfactory	Satisfactory	Good	88200	76.0
October 1991	Fair	Satisfactory	Satisfactory	Good	88200	76.0

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	24	24	0	0	0
Reinforced Concrete Abutment	linear ft.	98	98	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Reinforced Concrete Pier Cap	linear ft.	98	98	0	0	0
Joints
Pourable Joint	linear ft.	102	102	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	64	64	0	0	0
Other Material Bridge Rail	linear ft.	32	32	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	1,536	790	746	0	0
Wearing Surfaces	sq. ft.	702	702	0	0	0