Summary for Test 2022-02-28-20-1
Test performed: ASTM C136-19Project Information
Project Identifiers | Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369 |
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DIST-CO-RTE-PM | 08-RIV-I-15,SR-91-6.1-7.6 |
Award Date | 03/11/2020 |
Closeout Date | 06/05/2024 |
Work Description | I-15 ELC: 15/91 Express Lanes Connector Project (ELC) |
Location Description | Junction of I-15 and SR-91 in Corona, CA |
QA Service Level | 1 (Verified on 09/16/2020) |
Sample Information
Sample Taken Date | 02/28/2022 | Sample Unique Key | 20 |
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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 | 02/25/2022 |
Sample type | Quality Control | A brief description of the sample | 1/2 |
The quantity of what the sample constitutes | 3344 | 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 | vulcan materials | 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 0041 |
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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 | Not set |
Test Details
DIME Sample ID: 2022-02-28-20
DIME Test ID: 2022-02-28-20-1
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: 2022-03-11
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: 02/28/2022
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: 70 %
Cumulative percent passing the 3/8 in. sieve: 26 %
Cumulative percent passing the #4 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/11/2022 ✔