Summary for Test 2022-01-24-24-1
Test performed: ASTM C136-19Project Information
| Project Identifiers | Project ID: 214951 DEA: 120K0234 EFIS: 1214000100 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-17.1/18.9 |
| Award Date | 09/23/2020 |
| Closeout Date | Not set |
| Work Description | South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS. |
| Location Description | ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/01/2020) |
Sample Information
| Sample Taken Date | 01/24/2022 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 01/21/2022 |
| Sample type | Quality Control | A brief description of the sample | 3/8 |
| The quantity of what the sample constitutes | 1007 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 | 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 |
|---|---|---|---|
| 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 | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-01-24-24
DIME Test ID: 2022-01-24-24-1
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: 2022-02-07
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: 01/24/2022
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 91 %
Cumulative percent passing the #4 sieve: 22 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/7/2022 ✔