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U.S. HIGHWAY 101 over MELROSE AVE

Map 

Coordinates:
+34.08333, -118.29667
34°04'60" N, 118°17'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:U.S. HIGHWAY 101 over MELROSE AVE
Structure number:53 0673R
Location:07-LA-101-4.85-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:123.0 ft. [37.5 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:1950
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:3
Main spans material:Concrete continuous [2]
Main spans 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: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:117,500 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.7 tons [66.1 metric tons]
Inventory rating:53.1 tons [48.3 metric tons]
Sufficiency rating:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,289,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201665.0FairSatisfactoryVery GoodVery GoodFO117500
February 201465.0FairSatisfactoryGoodGoodFO117500
February 201265.0FairSatisfactoryGoodGoodFO117500
January 201065.0FairSatisfactoryGoodGoodFO117500
February 200865.0FairSatisfactoryGoodGoodFO117500
January 200665.0FairSatisfactoryGoodGoodFO117500
April 200465.0FairSatisfactoryGoodGoodFO117500
March 200265.0FairSatisfactoryGoodGoodFO136600
April 200065.0FairSatisfactoryGoodGoodFO136600
April 199865.0FairSatisfactoryGoodGoodFO136600
February 199667.0GoodGoodVery GoodVery GoodFO112450
July 199467.0GoodGoodVery GoodVery GoodFO112450
May 199266.8GoodGoodVery GoodVery GoodFO114550