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AVE 19 W RDWY over ARROYO SECO CHANNEL

Map 

Coordinates:
+34.08000, -118.22500
34°04'48" N, 118°13'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:AVE 19 W RDWY over ARROYO SECO CHANNEL
Structure number:53C2196
Location:0.5 MI N OF PASADENA AVE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:135.2 ft. [41.2 m]
Total length:234.9 ft. [71.6 m]
Roadway width between curbs:72.2 ft. [22.0 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Skew angle:22°
Owner:City or Municipal Highway Agency [04]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201597.8Not deficientGoodGoodVery Good5000
May 201397.8Not deficientGoodGoodGood5000
May 201197.8Not deficientGoodGoodGood5000
May 200997.8Not deficientGoodGoodGood5000