Summary for Test 2026-02-09-24-7
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000802 DEA: 07346804 EFIS: 0718000079 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-232-0.4/R4.1 |
| Award Date | 02/04/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY WITH HMA & RHMA. |
| Location Description | VENTURA COUNTY IN AND NEAR OXNARD FROM ROUTE 232/101 SEPARATION TO ROUTE 118 |
| QA Service Level | 1 (Verified on 01/27/2025) |
Sample Information
| Sample Taken Date | 02/09/2026 | 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 | 02/11/2026 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 LAS 0.50% |
| The quantity of what the sample constitutes | 3 bags coldfeed agg, 2 bags RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Christopher | Last name of sampler or witnessed by | Hurtado |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0132A-26 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Ingevity, Valero, Fish Canyon Irwindale, Vulcan Palmdale | 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) | 91-19-0035, 91-19-0020 |
|---|---|---|---|
| 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 Vulcan Saticoy | |
| 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 | 220200 SAT VLO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-02-09-24
DIME Test ID: 2026-02-09-24-7
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: 2026-04-10
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: R.G.
Date of test: 02/13/2026
Clay Level (Test 1): 6.3
Sand Level (Test 1): 4.5
Clay Level (Test 2): 5.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 73
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/10/2026 ✔