Summary for Test 2019-06-10-15-10
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 213388 DEA: 120N3004 EFIS: 1213000194 |
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DIST-CO-RTE-PM | 12-ORA-241-18.3/18.7 |
Award Date | 09/26/2018 |
Closeout Date | 12/09/2019 |
Work Description | RAMP REALIGNMENT, PAVING, AND RE-STRIPING. |
Location Description | ORANGE COUNTY IN RANCHO SANTA MARGARITA FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF SANTA MARGARITA PARKWAY OVERCROSSING |
QA Service Level | 1 (Verified on 04/16/2019) |
Sample Information
Sample Taken Date | 06/10/2019 | Sample Unique Key | 15 |
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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 | 06/11/2019 |
Sample type | Per Request | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Cuong | Last name of sampler or witnessed by | Do |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 8608 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | 8608 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Unknown | Lot number | Unknown |
Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-06-10-15
DIME Test ID: 2019-06-10-15-10
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: 2019-07-03
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez
Date of test: 06/13/2019
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: 82 %
As Received Gradation, Percent Passing 3/8 in. sieve: 73 %
As Received Gradation, Percent Passing #4 sieve: 55 %
As Received Gradation, Percent Passing #8 sieve: 42 %
As Received Gradation, Percent Passing #16 sieve: 32 %
As Received Gradation, Percent Passing #30 sieve: 24 %
As Received Gradation, Percent Passing #50 sieve: 18 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 9.9 %
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: 97 %
As Used Gradation, Percent Passing 1/2 in. sieve: 82 %
As Used Gradation, Percent Passing 3/8 in. sieve: 73 %
As Used Gradation, Percent Passing #4 sieve: 55 %
As Used Gradation, Percent Passing #8 sieve: 42 %
As Used Gradation, Percent Passing #16 sieve: 32 %
As Used Gradation, Percent Passing #30 sieve: 24 %
As Used Gradation, Percent Passing #50 sieve: 18 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 9.9 %
R value: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2019 ✔