Share:

VIA MARISOL over ARROYO SECO

Map

Coordinates:
+34.10278, -118.19083
34°06'10" N, 118°11'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:VIA MARISOL over ARROYO SECO
Structure number:53C0053
Location:50' E STATE RTE 110
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:78.1 ft. [23.8 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1940
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,500 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.9 tons [72.6 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:94.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201594.1GoodVery GoodGoodGood-9500
May 201394.1FairSatisfactoryGoodSatisfactory-9500
May 201194.1FairSatisfactoryGoodSatisfactory-9500
February 200994.3FairSatisfactoryGoodSatisfactory-7500
July 200594.3FairSatisfactoryGoodGood-7500
February 200575.1FairSatisfactoryGoodGoodFO7045
February 199975.3FairGoodGoodSatisfactoryFO6000
May 199875.3FairGoodGoodSatisfactoryFO6000
September 199475.4GoodGoodGoodGoodFO6000
August 199075.4GoodGoodGoodGoodFO6000