INTERSTATE 280 over LAWRENCE EXPWY & CREEK

Map

Coordinates:
+37.32093, -121.99528
37°19'15" N, 121°59'43" W

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

Name:	INTERSTATE 280 over LAWRENCE EXPWY & CREEK
Structure number:	37 0210
Location:	04-SCL-280-7.12-SJS
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	86.9 ft. `[26.5 m]`
Total length:	317.9 ft. `[96.9 m]`
Roadway width between curbs:	149.9 ft. `[45.7 m]`
Deck width edge-to-edge:	154.5 ft. `[47.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	34°
Owner:	State Highway Agency `[01]`
Year built:	1965
Year reconstructed:	1991
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	5
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	203,000 `[as of 2009]`
Truck traffic:	3% of total traffic
Deck condition:	Poor `[4 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:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	82.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Poor	Poor	Good	Good	203000	82.9
January 2016	Poor	Poor	Very Good	Very Good	203000	82.9
December 2013	Fair	Fair	Very Good	Good	203000	85.1
August 2012	Good	Good	Very Good	Good	203000	86.3
February 2010	Good	Good	Very Good	Good	174000	87.7
January 2008	Good	Good	Very Good	Good	174000	87.7
January 2006	Good	Good	Very Good	Good	174000	87.7
March 2004	Good	Good	Very Good	Good	181300	85.0
March 2002	Good	Good	Very Good	Good	181300	85.0
June 2000	Good	Good	Very Good	Good	181300	85.0
January 2000	Good	Good	Very Good	Good	181300	84.0
April 1998	Fair	Satisfactory	Good	Satisfactory	181300	84.0
April 1996	Fair	Satisfactory	Satisfactory	Satisfactory	170000	83.0
April 1994	Fair	Satisfactory	Satisfactory	Satisfactory	170000	83.0
April 1992	Fair	Satisfactory	Satisfactory	Satisfactory	-	96.0

Source: National Bridge Elements dataset, 2018 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.	97	97	0	0	0
Reinforced Concrete Closed Web/Box Girder	linear ft.	194	194	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	4,431	0	0	4,431	0
Substructure
Reinforced Concrete Column	each	40	40	0	0	0
Reinforced Concrete Abutment	linear ft.	126	126	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Pourable Joint	linear ft.	37	37	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	312	309	2	1	0