Summary for Test 2013-11-14-8004663-4
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 3959 DEA: 072159C4 EFIS: 0700000339 |
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DIST-CO-RTE-PM | 07-LA-5-001.8/003.0 |
Award Date | 08/19/2011 |
Closeout Date | 08/16/2018 |
Work Description | CARMENITA INTERCHANGE IMPROVEMENT |
Location Description | LOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 05/01/2012) |
Sample Information
Sample Taken Date | 11/14/2013 | Sample Unique Key | 8004663 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/21/2013 |
Sample type | Acceptance | A brief description of the sample | Class 4 Aggregate Subbase |
The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Other |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Not set | Telephone number of sampler | Not set |
Laboratory sample identification | 3299B | Linked DIME Sample ID | Not set |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
Structure name | Not set |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | Not set | The fabricator/manufacturer designation for the sample | Not set |
The plant number | Not set | A detailed description of where the material sample was collected | Windrow |
Where the material sample would have been placed if not sampled | Not set | Primary Aggregate Nominal Size | |
The concrete mix design number | Lot number | Not set | |
Sublot number | Not set | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2013-11-14-8004663
DIME Test ID: 2013-11-14-8004663-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2015-02-20
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 12/03/2013
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 83 %
As Received Gradation, Percent Passing 3/8 in. sieve: 74 %
As Received Gradation, Percent Passing #4 sieve: 56 %
As Received Gradation, Percent Passing #8 sieve: 43 %
As Received Gradation, Percent Passing #16 sieve: 32 %
As Received Gradation, Percent Passing #30 sieve: 23 %
As Received Gradation, Percent Passing #50 sieve: 15 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 6 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 in. sieve: 100 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 86 %
As Used Gradation, Percent Passing 3/8 in. sieve: 76 %
As Used Gradation, Percent Passing #4 sieve: 58 %
As Used Gradation, Percent Passing #8 sieve: 45 %
As Used Gradation, Percent Passing #16 sieve: 34 %
As Used Gradation, Percent Passing #30 sieve: 24 %
As Used Gradation, Percent Passing #50 sieve: 16 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 6 %
R value: 80
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/20/2015 ✔