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:	10.5 ft. `[3.2 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]`
Operating rating:	73.0 tons `[66.4 metric tons]`
Inventory rating:	44.2 tons `[40.2 metric tons]`
Sufficiency rating:	76.0

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

Source: National Bridge Elements dataset, 2016 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