Summary for Test 2020-11-12-24-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 214228 DEA: 120N4904 EFIS: 1214000050 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-91-R12.5/R13.9 |
| Award Date | 11/29/2022 |
| Closeout Date | 11/07/2023 |
| Work Description | VEHICLE ENFORCEMENT FACILITY IMPROVEMENT AT PERALTA WEIGH STATION. |
| Location Description | ORANGE COUNTY IN ANAHEIM FROM 1.0 MILE EAST OF ROUTE 91/90 SEPARATION TO 0.5 MILE WEST OF WEIR CANYON ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/13/2019) |
Sample Information
| Sample Taken Date | 11/12/2020 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 12/09/2020 |
| Sample type | Verification | A brief description of the sample | JMF 3/4" RWMA-G-SP,0.40% Evotherm |
| The quantity of what the sample constitutes | 4 Bags Combined Agg., | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RMA | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0688G-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt Corona | 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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RWMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 108835 | A detailed description of where the material sample was collected | Belt Cut at All American 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: 2020-11-12-24
DIME Test ID: 2020-11-12-24-2
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: 12/12/2020
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 ✔