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MULHOLLAND OC over US 101 & RPS

Map

Coordinates:
+34.12333, -118.34167
34°07'24" N, 118°20'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MULHOLLAND OC over US 101 & RPS
Structure number:53 0301
Location:07-LA-101-8.75-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:79.1 ft. [24.1 m]
Total length:282.2 ft. [86.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Vertical clearance below bridge:23.6 ft. [7.2 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,500 [as of 2011]
Truck traffic:3% 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 corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:31.0 tons [28.2 metric tons]
Sufficiency rating:68.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,678,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201668.4GoodVery GoodVery GoodVery GoodFO5500
March 201471.3GoodGoodGoodGoodFO5500
March 201271.3GoodGoodGoodGoodFO5500
June 201071.3GoodGoodGoodGoodFO5500
March 200875.5GoodGoodGoodGoodFO2438
March 200675.5GoodGoodGoodGoodFO2438
March 200475.5GoodGoodGoodGoodFO2438
March 200275.4GoodGoodGoodGoodFO2438
April 200075.4GoodGoodGoodGoodFO2438
April 199875.4GoodGoodGoodGoodFO2438
February 199675.5GoodGoodGoodGoodFO2438
August 199475.5GoodGoodGoodGoodFO2438
May 199275.5GoodGoodGoodGoodFO2438