Summary for Test 2022-11-21-38-1
Test performed: ASTM C136-19Project Information
Project Identifiers | Project ID: 211450 DEA: 033F3604 EFIS: 0312000216 |
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DIST-CO-RTE-PM | 03--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 10/19/2016) |
Sample Information
Sample Taken Date | 11/21/2022 | Sample Unique Key | 38 |
---|---|---|---|
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 | 11/21/2022 |
Sample type | Quality Control | A brief description of the sample | 1/2 |
The quantity of what the sample constitutes | 2518 grams | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Roberto | Last name of sampler or witnessed by | Reyes |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Arvin CA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | SMARA 91-15-0114 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | silo | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2022-11-21-38
DIME Test ID: 2022-11-21-38-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-01-26
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type):
Input Type: Calculated
Tester's full name: Roberto Reyes
Date of test: 11/21/2022
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: 69 %
Cumulative percent passing the 3/8 in. sieve: 27 %
Cumulative percent passing the #4 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/26/2023 ✔