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AMALFI DR over SANTA MONICA CANYON CHAN

Map 

Coordinates:
+34.03333, -118.51250
34°01'60" N, 118°30'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AMALFI DR over SANTA MONICA CANYON CHAN
Structure number:53C1054
Location:50' W/O CHANNEL ROAD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:1,810 [as of 2010]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:73.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201573.6Not deficient---1810
September 201373.6Not deficient---1810
August 201181.1Not deficient---1810
December 200979.0Functionally obsolete---2100
September 200779.0Functionally obsolete---2100
June 200479.0Functionally obsolete---2100
May 200181.1Not deficient---1800
May 199981.1Not deficient---1800
January 199781.1Not deficient---1800
November 199581.1Not deficient---1800
September 199381.1Not deficient---1800
September 199181.1Not deficientVery GoodVery GoodVery Good1800