Summary for Test 2019-06-27-31-10
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 214342 DEA: 081F9904 EFIS: 0815000095 |
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DIST-CO-RTE-PM | 08-SBD-15-40.1/40.5 |
Award Date | 06/15/2020 |
Closeout Date | 08/02/2021 |
Work Description | LENGTHEN ACCELERATION LANE |
Location Description | VICTORVILLE FROM 0.5 MILE TO 0.1 MILE SOUTH OF PALMDALE ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 10/06/2020) |
Sample Information
Sample Taken Date | 06/27/2019 | Sample Unique Key | 31 |
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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 | 07/15/2019 |
Sample type | Informational | A brief description of the sample | 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 | 909-829-6292 |
Laboratory sample identification | 8647 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | 8647 |
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 | A-19-002 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-06-27-31
DIME Test ID: 2019-06-27-31-10
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: 2019-09-16
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez / Mike Magana
Date of test: 07/22/2019
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 97 %
As Received Gradation, Percent Passing 3/8 in. sieve: 97 %
As Received Gradation, Percent Passing #4 sieve: 93 %
As Received Gradation, Percent Passing #8 sieve: 86 %
As Received Gradation, Percent Passing #16 sieve: 71 %
As Received Gradation, Percent Passing #30 sieve: 51 %
As Received Gradation, Percent Passing #50 sieve: 32 %
As Received Gradation, Percent Passing #100 sieve: 20 %
As Received Gradation, Percent Passing #200 sieve: 16 %
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: 98 %
As Used Gradation, Percent Passing 1/2 in. sieve: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 97 %
As Used Gradation, Percent Passing #4 sieve: 93 %
As Used Gradation, Percent Passing #8 sieve: 86 %
As Used Gradation, Percent Passing #16 sieve: 71 %
As Used Gradation, Percent Passing #30 sieve: 51 %
As Used Gradation, Percent Passing #50 sieve: 32 %
As Used Gradation, Percent Passing #100 sieve: 20 %
As Used Gradation, Percent Passing #200 sieve: 16 %
R value: 44
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2019 ✔