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ROUTE 101 over ARGYLE AV & FRANKLIN AV

Map 

Coordinates:
+34.10500, -118.32500
34°06'18" N, 118°19'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROUTE 101 over ARGYLE AV & FRANKLIN AV
Structure number:53 0680
Location:07-LA-101-7.06-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:109.9 ft. [33.5 m]
Total length:602.1 ft. [183.5 m]
Roadway width between curbs:138.5 ft. [42.2 m]
Deck width edge-to-edge:142.1 ft. [43.3 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1977
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:7
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 2011]
Truck traffic:10% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.0 tons [79.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201485.0Not deficientGoodGoodGood175000
March 201282.0Structurally deficientPoorGoodGood175000
March 201082.0Structurally deficientPoorGoodGood175000
February 200882.0Structurally deficientPoorGoodGood207000
February 200682.0Structurally deficientPoorGoodGood207000
March 200485.0Not deficientGoodGoodGood207000
March 200285.0Not deficientGoodGoodGood203100
April 200085.0Not deficientSatisfactoryGoodGood203100
20000.0Not applicable----
February 199685.0Not deficientSatisfactoryGoodGood203100
August 199485.0Not deficientGoodGoodGood205000
May 199285.0Not deficientGoodGoodGood206100