SR 39 (BEACH BLVD) over BREA CREEK CHANNEL

Map

Coordinates:
+33.87724, -117.99814
33°52'38" N, 117°59'53" W

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

Name:	SR 39 (BEACH BLVD) over BREA CREEK CHANNEL
Structure number:	55 0070
Location:	12-ORA-039-15.83-BPK
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	44.0 ft. `[13.4 m]`
Roadway width between curbs:	84.0 ft. `[25.6 m]`
Deck width edge-to-edge:	96.1 ft. `[29.3 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1925
Year reconstructed:	1953
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:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	57,500 `[as of 2009]`
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]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	87.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Good	Good	Good	Good	57500	87.3
May 2016	Good	Very Good	Very Good	Very Good	57500	87.3
March 2014	Good	Good	Good	Good	57500	87.3
March 2012	Good	Good	Good	Good	57500	87.3
January 2008	Good	Good	Good	Good	53500	87.7
January 2006	Good	Good	Good	Good	53500	87.7
March 2005	Good	Good	Good	Good	53500	87.7
March 2003	Good	Good	Good	Good	53700	68.1
November 2001	Good	Good	Good	Good	53700	68.1
October 2000	Good	Good	Good	Good	53700	68.1
July 1997	Good	Good	Good	Good	53700	89.7
June 1995	Good	Very Good	Good	Good	50400	91.0
December 1991	Good	Very Good	Good	Good	50400	91.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Pier Wall	linear ft.	31	31	0	0	0
Reinforced Concrete Abutment	linear ft.	67	67	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	38	38	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	392	362	0	30	0
Wearing Surfaces	sq. ft.	392	392	0	0	0