Summary for Test 2021-03-08-8-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214586 DEA: 081H7704 EFIS: 0817000132 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-215-4.5/5.8 |
| Award Date | 06/10/2020 |
| Closeout Date | 05/26/2022 |
| Work Description | INSTALL SIGN STRUCTURE, HMA, MODIFY RAMP METERING AND RETAINING WALL. |
| Location Description | SAN BENARDINO COUNTY IN SAN BERNARDINO FROM 0.5 MILE SOUTH OR ORANGE SHOW ROAD/AUTO PLAZA DRIVE OVERCROSSING TO 0.2 MILE NORTH OF INLAND CENTER DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 04/16/2020) |
Sample Information
| Sample Taken Date | 03/08/2021 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/09/2021 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" HMA-A-SP R15, 0.5% LAS | The quantity of what the sample constitutes | 2 Bags of Coldfeed, 2 Bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | RJ Noble Corona |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0156A-21 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble Company | |
| 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) | 91-33-0014, 91-33-0039 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 36R1504SPWC | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Corona 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
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DIME Sample ID: 2021-03-08-8
DIME Test ID: 2021-03-08-8-2
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: 2021-03-12
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: Michael Magana
Date of test: 03/11/2021
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 3/12/2021 ✔