Summary for Test 2019-06-27-30-7
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 214342 DEA: 081F9904 EFIS: 0815000095 |
|---|---|
| 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 | 30 |
|---|---|---|---|
| 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 | 8646 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | 8646 |
| 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 |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | A-19-001 |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2019-06-27-30
DIME Test ID: 2019-06-27-30-7
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 / Kiet Phan
Date of test: 07/23/2019
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: 98 %
As Received Gradation, Percent Passing #8 sieve: 96 %
As Received Gradation, Percent Passing #16 sieve: 92 %
As Received Gradation, Percent Passing #30 sieve: 85 %
As Received Gradation, Percent Passing #50 sieve: 74 %
As Received Gradation, Percent Passing #100 sieve: 58 %
As Received Gradation, Percent Passing #200 sieve: 42 %
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: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 99 %
As Used Gradation, Percent Passing #4 sieve: 98 %
As Used Gradation, Percent Passing #8 sieve: 96 %
As Used Gradation, Percent Passing #16 sieve: 92 %
As Used Gradation, Percent Passing #30 sieve: 85 %
As Used Gradation, Percent Passing #50 sieve: 74 %
As Used Gradation, Percent Passing #100 sieve: 58 %
As Used Gradation, Percent Passing #200 sieve: 42 %
R value: 34
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2019 ✔