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U.S. HIGHWAY 50 EB over FOLSOM BLVD

Sacramento County, California

Map

Coordinates:
+38.55143, -121.41836
38°33'05" N, 121°25'06" W

Facts

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

Name:	U.S. HIGHWAY 50 EB over FOLSOM BLVD
Structure number:	24 0288R
Location:	03-SAC-050-R3.13-SAC
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	184.1 ft. `[56.1 m]`
Total length:	186.0 ft. `[56.7 m]`
Roadway width between curbs:	76.1 ft. `[23.2 m]`
Deck width edge-to-edge:	78.1 ft. `[23.8 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	58°
Owner:	State Highway Agency `[01]`
Year built:	1971
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	115,500 `[as of 2017]`
Truck traffic:	3% 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:	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 desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	81.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Good	Good	Good	115500	81.0
November 2015	Good	Good	Very Good	Very Good	115500	81.0
November 2013	Poor	Poor	Very Good	Good	115500	78.0
November 2011	Fair	Satisfactory	Very Good	Good	115500	81.0
November 2009	Fair	Satisfactory	Very Good	Good	95000	82.0
November 2007	Fair	Fair	Very Good	Good	95000	81.0
November 2005	Fair	Fair	Very Good	Good	95000	81.0
March 2005	Fair	Fair	Very Good	Good	95000	82.0
November 2002	Fair	Fair	Very Good	Good	88750	82.0
December 2001	Fair	Fair	Very Good	Good	88750	82.0
June 2000	Fair	Fair	Very Good	Good	88750	81.0
February 1997	Good	Good	Very Good	Good	88750	82.0
March 1995	Fair	Good	Fair	Good	85700	71.0
April 1993	Fair	Good	Fair	Good	77650	71.0
January 1991	Fair	Good	Fair	Good	77650	71.0

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	57	57	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,310	1,122	188	0	0
Wearing Surfaces	sq. ft.	1,228	1,040	0	0	188
Substructure
Reinforced Concrete Abutment	linear ft.	110	110	0	0	0
Reinforced Concrete Pile	each	2	2	0	0	0
Joints
Compression Joint	linear ft.	90	68	0	22	0
Bearings
Enclosed/Concealed Bearing	each	2	2	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	113	113	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/1043934