Summary for Test 2019-12-11-62-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 214820 DEA: 081K4604 EFIS: 0819000045 |
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DIST-CO-RTE-PM | 08-RIV-215-R36.6/R37.2 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | ADD A S/B AND N/B AUX LANE |
Location Description | RIVERSIDE COUNTY NEAR MORENO VALLEY FROM 0.2 MILE NORTH OF ALESSANDRO BOULEVARD OVERCROSSING TO 0.2 MILE SOUTH OF EUCALYPTUS AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
Sample Taken Date | 12/11/2019 | Sample Unique Key | 62 |
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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 | 12/12/2019 |
Sample type | Preliminary | A brief description of the sample | Native Soil |
The quantity of what the sample constitutes | 1 BAG | From where was the sample collected | Job Site |
First name of sampler or witnessed by | JOSE | Last name of sampler or witnessed by | GUZMAN |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | 8981 | Linked DIME Sample ID | 2019-12-11-62 |
The fabricator/manufacturer/facility name | Native Material | Transportation Laboratory (TL) Number | A-19-001 PM 36 9 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 0-5FT DEPTH NATIVE SOIL |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-12-11-62
DIME Test ID: 2019-12-11-62-3
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: 2020-04-01
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: KIET PHAN
Date of test: 12/13/2019
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: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 99 %
As Received Gradation, Percent Passing #4 sieve: 99 %
As Received Gradation, Percent Passing #8 sieve: 95 %
As Received Gradation, Percent Passing #16 sieve: 86 %
As Received Gradation, Percent Passing #30 sieve: 68 %
As Received Gradation, Percent Passing #50 sieve: 56 %
As Received Gradation, Percent Passing #100 sieve: 45 %
As Received Gradation, Percent Passing #200 sieve: 36 %
As Used Gradation, Percent Passing 3 in. sieve: 0 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 in. sieve: 0 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 99 %
As Used Gradation, Percent Passing #4 sieve: 99 %
As Used Gradation, Percent Passing #8 sieve: 0 %
As Used Gradation, Percent Passing #16 sieve: 0 %
As Used Gradation, Percent Passing #30 sieve: 0 %
As Used Gradation, Percent Passing #50 sieve: 0 %
As Used Gradation, Percent Passing #100 sieve: 0 %
As Used Gradation, Percent Passing #200 sieve: 0 %
R value: 12
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/1/2020 ✔