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GRAND AVE over ROUTE 101

Map 

Coordinates:
+34.06000, -118.24500
34°03'36" N, 118°14'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRAND AVE over ROUTE 101
Structure number:53 0624
Location:07-LA-101-1.32-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:86.9 ft. [26.5 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Vertical clearance below bridge:20.3 ft. [6.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:17,000 [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:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:42.5 tons [38.6 metric tons]
Sufficiency rating:71.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,022,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201571.8GoodVery GoodVery GoodVery GoodFO17000
September 201371.8GoodGoodGoodGoodFO17000
May 201171.8GoodGoodGoodGoodFO17000
May 200971.8GoodGoodGoodGoodFO17000
May 200771.8FairGoodGoodSatisfactoryFO17000
November 200471.8FairGoodGoodSatisfactoryFO17000
December 200271.8FairGoodGoodSatisfactoryFO17000
February 200271.8FairGoodGoodSatisfactoryFO17000
May 199871.8FairGoodGoodSatisfactoryFO17000
August 199472.3FairSatisfactoryGoodGoodFO17000
July 199272.3FairSatisfactoryGoodGoodFO17000