Summary for Test 2020-11-13-14-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214951 DEA: 120K0234 EFIS: 1214000100 |
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DIST-CO-RTE-PM | 12-ORA-5-17.1/18.9 |
Award Date | 09/23/2020 |
Closeout Date | Not set |
Work Description | South County Improvement Project (Phase 3 - El Toro/Alicia) WIDEN FREEWAY AND BRIDGES, RECONSTRUCT BRIDGE AND WALLS. |
Location Description | ORANGE COUNTY IN MISSION VIEJO, LAGUNA HILLS, LAGUNA WOODS AND LAKE FOREST FROM 0.4 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING TO 0.2 MILE NORTH OF EL TORO ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 10/01/2020) |
Sample Information
Sample Taken Date | 11/13/2020 | Sample Unique Key | 14 |
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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 | 12/07/2020 |
Sample type | Verification | A brief description of the sample | JMF 3/4" RHMA-G-SP 0.5% LAS |
The quantity of what the sample constitutes | 4 Bags Of Combined Aggregate | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | All American Asphalt Irvine | Last name of sampler or witnessed by | QC |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0687G-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt Irvine | 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) | 91-33-0005 |
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The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
The plant number | 106835 | A detailed description of where the material sample was collected | Belt Cut at All American Irvine 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
DIME Sample ID: 2020-11-13-14
DIME Test ID: 2020-11-13-14-2
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: 2020-12-30
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: 12/10/2020
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 12/30/2020 ✔