Summary for Test 2020-10-28-4-5
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-6.7/R25.1 |
| Award Date | 11/26/2019 |
| Closeout Date | 11/01/2023 |
| Work Description | Remove concrete pavement and base, and place HMA and JPCP |
| Location Description | ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON. |
| QA Service Level | 1 (Verified on 01/09/2020) |
Sample Information
| Sample Taken Date | 10/28/2020 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 10/29/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R24 0.5% LAS |
| The quantity of what the sample constitutes | 4 Bags Of Agg., 1 Bag Of Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Fattah | Last name of sampler or witnessed by | Kazi |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0640A-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | California Commercial Asphalt - Lake Elsinore | 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) | 91-33-0098, 91-33-0011 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R24 | The fabricator/manufacturer designation for the sample | |
| The plant number | 53417615 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Lake Elsinore 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: 2020-10-28-4
DIME Test ID: 2020-10-28-4-5
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: 2020-11-16
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: 11/11/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
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 11/16/2020 ✔