Summary for Test 2020-10-17-1-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214936 DEA: 074W7204 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-R18.8/R23.4 |
| Award Date | 06/16/2020 |
| Closeout Date | 03/15/2021 |
| Work Description | APPLY SLURRY SEAL TO ROADWAY AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AND LA CANADA FLINTRIDGE FROM ROUTE 134/2 SEPARATION TO FOOTHILL BOULEVARD |
| QA Service Level | 1 (Verified on 03/15/2021) |
Sample Information
| Sample Taken Date | 10/17/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/19/2020 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" WMA-A-SP R25 Aggregate and RAP | The quantity of what the sample constitutes | 2 Bags od Coldfeed, 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 | 0619A-20 | |
| 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 | ||
| Bid Item | Not set |
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: 2020-10-17-1
DIME Test ID: 2020-10-17-1-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-10-26
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 10/21/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/26/2020 ✔