Summary for Test 2021-06-29-25-5
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 | 06/29/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 07/02/2021 |
| Sample type | Verification | A brief description of the sample | 10K M.S. 3/8" HMA-A-SP R15 0.5% LAS |
| The quantity of what the sample constitutes | 4 Bags of Aggragate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jordan | Last name of sampler or witnessed by | California Commercial Asphalt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0401A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | California Commercial Asphalt - Coachella | 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) | 91-33-0084 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8 HMA-A | The fabricator/manufacturer designation for the sample | |
| The plant number | 43891193 | A detailed description of where the material sample was collected | Belt Cut at California Commercial Asphalt Coachella Plant |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-29-25
DIME Test ID: 2021-06-29-25-5
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: 2021-07-23
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 07/06/2021
Clay Level (Test 1): 4.8
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.7
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 73
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2021 ✔