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SR 39 (BEACH BLVD) over BREA CREEK CHANNEL

Map

Coordinates:
+33.87833, -117.99667
33°52'42" N, 117°59'48" W

Facts

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]

Latest Available Inspection: May 2016

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

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201687.3GoodVery GoodVery GoodVery GoodFO57500
March 201487.3GoodGoodGoodGoodFO57500
March 201287.3GoodGoodGoodGoodFO57500
January 200887.7GoodGoodGoodGoodFO53500
January 200687.7GoodGoodGoodGoodFO53500
March 200587.7GoodGoodGoodGoodFO53500
March 200368.1GoodGoodGoodGoodFO53700
November 200168.1GoodGoodGoodGoodFO53700
October 200068.1GoodGoodGoodGoodFO53700
July 199789.7GoodGoodGoodGood-53700
June 199591.0GoodVery GoodGoodGood-50400
December 199191.0GoodVery GoodGoodGood-50400