Summary for Test 2021-09-28-9-6
Test performed: AASHTO T304-11Project Information
| Project Identifiers | Project ID: 214920 DEA: 073W8704 EFIS: 0717000118 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-1-46.9/50.4 |
| Award Date | 06/09/2020 |
| Closeout Date | 07/03/2023 |
| Work Description | PERFORM SLURRY SEAL, REPLACE AC SURFACING AND INDIVIDUAL SLABS. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR MALIBU FROM MALIBU LAGOON BRIDGE TO SOLISTICE CANYON CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
| Sample Taken Date | 09/28/2021 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 10/01/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% Evotherm |
| The quantity of what the sample constitutes | 2 Bags of Coldfeed Aggregate, 1 Bag of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | RJ Noble QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0566A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble Orange | 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) | 91-33-0035::EAGLE VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 36R2508SPWEO | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-09-28-9
DIME Test ID: 2021-09-28-9-6
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: 2021-10-11
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 10/06/2021
Bulk dry specific gravity: 2.618
Average uncompacted voids: 49 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/11/2021 ✔