ALMADEN EXPRESSWAY over GUADALUPE CREEK

Map

Coordinates:
+37.24500, -121.86167
37°14'42" N, 121°51'42" W

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

Name:	ALMADEN EXPRESSWAY over GUADALUPE CREEK
Structure number:	37C0041
Location:	NEAR COLEMAN RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	44.0 ft. `[13.4 m]`
Total length:	112.5 ft. `[34.3 m]`
Roadway width between curbs:	99.4 ft. `[30.3 m]`
Deck width edge-to-edge:	122.1 ft. `[37.2 m]`
Skew angle:	11°
Owner:	County Highway Agency `[02]`
Year built:	1965
Year reconstructed:	1977
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:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	58,310 `[as of 2004]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 assessed or calculated scour condition. `[5]`
Operating rating:	42.5 tons `[38.6 metric tons]`
Inventory rating:	30.3 tons `[27.5 metric tons]`
Sufficiency rating:	85.9

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2016	85.9	Good	Good	Very Good	Good	-	58310
February 2014	89.8	Good	Good	Good	Good	-	58310
December 2012	89.8	Fair	Satisfactory	Good	Good	-	58310
December 2010	77.6	Fair	Good	Fair	Satisfactory	-	58310
August 2008	79.6	Fair	Good	Fair	Satisfactory	-	46080
October 2006	79.6	Fair	Good	Fair	Satisfactory	-	46080
December 2004	79.6	Fair	Good	Fair	Satisfactory	-	46080
October 2002	81.9	Fair	Good	Fair	Satisfactory	-	31858
December 2001	81.9	Fair	Good	Fair	Satisfactory	-	31858
June 2000	81.9	Fair	Good	Fair	Satisfactory	-	31858
March 1998	81.9	Fair	Good	Fair	Satisfactory	-	31858
March 1996	93.2	Good	Very Good	Very Good	Very Good	-	31858
March 1994	93.2	Good	Very Good	Very Good	Very Good	-	31858
March 1992	93.2	Good	Very Good	Very Good	Very Good	-	31858
February 1989	93.2	Good	Very Good	Very Good	Very Good	-	31858

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	551	551	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,275	957	318	0	0
Wearing Surfaces	sq. ft.	1,130	844	286	0	0
Substructure
Reinforced Concrete Column	each	36	20	16	0	0
Reinforced Concrete Abutment	linear ft.	76	68	8	0	0
Steel Pile	each	1	1	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	34	24	10	0	0
Other Material Bridge Rail	linear ft.	68	45	23	0	0