Share:

U.S. HIGHWAY 101 over CLINTON STREET

Map

Coordinates:
+34.08333, -118.29500
34°04'60" N, 118°17'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:U.S. HIGHWAY 101 over CLINTON STREET
Structure number:53 0317L
Location:07-LA-101-4.58-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:143.1 ft. [43.6 m]
Total length:824.2 ft. [251.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:73.5 ft. [22.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:1982
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:8
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:175,000 [as of 2010]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:64.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$9,455,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201664.0GoodVery GoodVery GoodVery GoodFO175000
March 201464.0GoodGoodGoodGoodFO175000
March 201261.0PoorPoorGoodGoodSD175000
March 201061.0PoorPoorGoodGoodSD175000
February 200861.0PoorPoorGoodGoodSD117500
February 200661.0PoorPoorGoodGoodSD117500
April 200464.0GoodGoodGoodGoodFO117500
November 200264.4GoodGoodGoodGoodFO117500
April 199864.0GoodGoodGoodGoodFO136600
February 199665.8GoodGoodVery GoodVery GoodFO112450
July 199465.8GoodGoodVery GoodVery GoodFO112450
May 199265.6GoodGoodVery GoodVery GoodFO114550