SR 39 (BEACH BLVD) over BREA CREEK CHANNEL

Map

Coordinates:
+33.87833, -117.99667
33°52'42" N, 117°59'48" 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:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
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]`
Operating rating:	59.5 tons `[54.1 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	87.3

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