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ST RTE 1 (PCH) over SANTA MONICA STORM DRAIN

Map 

Coordinates:
+34.03000, -118.52000
34°01'48" N, 118°31'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ST RTE 1 (PCH) over SANTA MONICA STORM DRAIN
Structure number:53 0138
Location:07-LA-001-37.01-LA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:124.7 ft. [38.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:82,000 [as of 2009]
Truck traffic:2% of total traffic
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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.3 tons [51.2 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:70.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$777,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201570.3Functionally obsoleteVery GoodVery GoodVery Good82000
March 201470.3Functionally obsoleteGoodGoodGood82000
December 201172.1Functionally obsoleteGoodGoodGood67500
December 200966.0Functionally obsoleteGoodGoodGood67500
December 200766.0Functionally obsoleteGoodGoodGood67500
November 200566.0Functionally obsoleteGoodGoodGood67500
November 200366.0Functionally obsoleteGoodGoodGood67500
November 200166.0Functionally obsoleteGoodGoodGood67500
October 199966.0Functionally obsoleteGoodGoodGood67500
June 199465.5Functionally obsoleteGoodGoodGood67400
July 199265.8Functionally obsoleteGoodGoodGood64700
August 198962.8Functionally obsolete-GoodGood64700