Summary for Test 2019-05-24-32-6
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
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DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
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 | 32 |
---|---|---|---|
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 | 8601 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | C936653-4 |
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 37.1 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-05-24-32
DIME Test ID: 2019-05-24-32-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2019-09-12
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 05/31/2019
Cumulative percent passing the 3/8 in. sieve: 99 %
Cumulative percent passing the #4 sieve: 99 %
Cumulative percent passing the #8 sieve: 99 %
Cumulative percent passing the #16 sieve: 98 %
Cumulative percent passing the #30 sieve: 96 %
Cumulative percent passing the #50 sieve: 90 %
Cumulative percent passing the #100 sieve: 76 %
Cumulative percent passing the #200 sieve: 60 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2019 ✔