Summary for Test 2020-07-16-6-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213741 DEA: 07325704 EFIS: 0716000089 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-1.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | BUILDING CONSTRUCTION IN LOS ANGELES COUNTY IN SANTA FE SPRINGS AT 14044 FREEWAY DRIVE. |
| Location Description | Santa Fe Springs, At 14044 Freeway Drive. |
| QA Service Level | 1 (Verified on 07/08/2019) |
Sample Information
| Sample Taken Date | 07/16/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 07/17/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" WMA-A-SP R25 0.25% Evo Aggregate and RAP |
| The quantity of what the sample constitutes | 2 Bags Combined Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Trao |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0441A-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 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-33-0014/ 91-33-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 WMA-A-SP R25 | The fabricator/manufacturer designation for the sample | |
| The plant number | 40R2507SPWEO | 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 | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-07-16-6
DIME Test ID: 2020-07-16-6-2
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: 2020-07-23
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: 07/22/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2020 ✔