Summary for Test 2019-05-24-30-8
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 05/24/2019 | 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 | 05/24/2019 |
Sample type | Per Request | A brief description of the sample | Native Material |
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 | 8599 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C936653-2 |
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 | SR-101 NB, PM 38.4 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-05-24-30
DIME Test ID: 2019-05-24-30-8
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: 2019-09-12
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: 06/03/2019
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: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 100 %
As Received Gradation, Percent Passing #16 sieve: 99 %
As Received Gradation, Percent Passing #30 sieve: 97 %
As Received Gradation, Percent Passing #50 sieve: 92 %
As Received Gradation, Percent Passing #100 sieve: 80 %
As Received Gradation, Percent Passing #200 sieve: 64 %
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: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
As Used Gradation, Percent Passing #8 sieve: 100 %
As Used Gradation, Percent Passing #16 sieve: 99 %
As Used Gradation, Percent Passing #30 sieve: 97 %
As Used Gradation, Percent Passing #50 sieve: 92 %
As Used Gradation, Percent Passing #100 sieve: 80 %
As Used Gradation, Percent Passing #200 sieve: 64 %
R value: 12
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2019 ✔