Summary for Test 2024-04-24-34-5
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 995232 DEA: 120U1704 EFIS: 1223000051 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-133,261-9.8/12.6,0.0/3.5 |
| Award Date | 12/27/2023 |
| Closeout Date | 09/20/2024 |
| Work Description | COLD PLANE, OVERLAY, AND REFRESH PAVEMENT DELINEATION. |
| Location Description | ORANGE COUNTY IN IRVINE ON ROUTE 133 FROM TECHNOLOGY DRIVE UNDERCROSSING TO PORTOLA PARKWAY UNDERCROSSING AND ON ROUTE 261 FROM WALNUT AVENUE OVERCROSSING TO 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING |
| QA Service Level | 1 (Verified on 10/16/2023) |
Sample Information
| Sample Taken Date | 04/24/2024 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2024 | Sample type | Verification |
| A brief description of the sample | JMF 1/2" WMA-A-SP R15 0.40% EVO P25 | The quantity of what the sample constitutes | 4 Bags of Combined Aggregate, 2 Bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Victor |
| Last name of sampler or witnessed by | Capacete QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0200A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-Corona Quarry/SJR/Ingevity | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0005 |
|---|---|---|---|
| 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 | AAA-Corona | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | 102775 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-04-24-34
DIME Test ID: 2024-04-24-34-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2024-06-12
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 05/04/2024
Bulk dry specific gravity: 2.647
Average uncompacted voids: 46.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2024 ✔