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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: March 2014 

Status:Open, no restriction [A]
Average daily traffic:175,000 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:64.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$9,455,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201464.0Functionally obsoleteGoodGoodGood175000
March 201261.0Structurally deficientPoorGoodGood175000
March 201061.0Structurally deficientPoorGoodGood175000
February 200861.0Structurally deficientPoorGoodGood117500
February 200661.0Structurally deficientPoorGoodGood117500
April 200464.0Functionally obsoleteGoodGoodGood117500
November 200264.4Functionally obsoleteGoodGoodGood117500
April 199864.0Functionally obsoleteGoodGoodGood136600
February 199665.8Functionally obsoleteGoodVery GoodVery Good112450
July 199465.8Functionally obsoleteGoodVery GoodVery Good112450
May 199265.6Functionally obsoleteGoodVery GoodVery Good114550