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MARMION WAY over ARROYO SECO CHANNEL

Map 

Coordinates:
+34.11083, -118.18000
34°06'39" N, 118°10'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MARMION WAY over ARROYO SECO CHANNEL
Structure number:53C1879
Location:AT I-110
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:77.1 ft. [23.5 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:16°
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]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:570 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:35.6 tons [32.4 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:80.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201580.7Not deficientSatisfactoryVery GoodGood570
May 201377.7Structurally deficientPoorGoodSatisfactory570
May 201177.0Structurally deficientPoorGoodSatisfactory570
February 200977.0Structurally deficientPoorGoodGood570
September 200677.0Structurally deficientPoorGoodGood570
February 200577.0Structurally deficientPoorGoodGood570
May 200179.9Not deficientGoodGoodGood1500
May 199879.9Not deficientGoodGoodGood1500
September 199479.7Not deficientVery GoodGoodGood1500
August 199079.7Not deficientVery GoodGoodGood1500