Summary for Test 2020-10-28-4-6
Test performed: AASHTO T176-08Project 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: 2020-10-28-4-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-11-16
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 11/10/2020
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4.5
Clay Level (Test 2): 6
Sand Level (Test 2): 4.4
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 81
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 77
Sand Equivalent: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2020 ✔