Summary for Test 2026-02-02-25-7
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000392 DEA: 07349904 EFIS: 0718000167 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0/14.1 |
| Award Date | 09/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 02/02/2026 | 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 | 02/05/2026 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 No LAS |
| The quantity of what the sample constitutes | 6 bags comb agg, 1 bag coarse RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Andrew, Alex, A | Last name of sampler or witnessed by | Truong |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0127A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SJR, CRM Co, AAA, Rohm & Haas, AAA - Corona | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Belt Cut at All American Irwindale 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 | 105793 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-02-02-25
DIME Test ID: 2026-02-02-25-7
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: 2026-04-09
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: R.G.
Date of test: 02/10/2026
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.2
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 67
Sand Equivalent: 67
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/9/2026 ✔