Summary for Test 2019-07-25-21-3
Test performed: CTM 202-November 2011Project Information
Project Identifiers | Project ID: 211980 DEA: 08443944 EFIS: 0800020180 COOP: 081606 |
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DIST-CO-RTE-PM | 08--- |
Award Date | Not set |
Closeout Date | 08/19/2021 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 2 (Verified on 01/11/2017) |
Sample Information
Sample Taken Date | 07/25/2019 | Sample Unique Key | 21 |
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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 | 07/25/2019 |
Sample type | Per Request | A brief description of the sample | Native Soil |
The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Source |
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 | 8655 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Caltrans | Transportation Laboratory (TL) Number | 8655 |
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-19-004 |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2019-07-25-21
DIME Test ID: 2019-07-25-21-3
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: 2019-09-23
Test Results
What size aggregate is being tested?: Combined Gradation
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: Kiet Phan
Date of test: 07/26/2019
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 99 %
Cumulative percent passing the 3/8 in. sieve: 97 %
Cumulative percent passing the #4 sieve: 92 %
Cumulative percent passing the #8 sieve: 86 %
Cumulative percent passing the #16 sieve: 78 %
Cumulative percent passing the #30 sieve: 67 %
Cumulative percent passing the #50 sieve: 52 %
Cumulative percent passing the #100 sieve: 34 %
Cumulative percent passing the #200 sieve: 19 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2019 ✔