Summary for Test 2025-12-20-7-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1001850 DEA: 081T3304 EFIS: 0826000040 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-38- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/26/2025) |
Sample Information
| Sample Taken Date | 12/20/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/22/2025 | Sample type | Acceptance |
| A brief description of the sample | HMA-A SP 3/4" PG58-22 (Virgin) : PG64-10 (Spec) | The quantity of what the sample constitutes | 824.95 Tons @ 10:55am |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Idris |
| Last name of sampler or witnessed by | Najjar | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Matich Corporation — Lytle Creek Plant | |
| 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) | 91-36-0040 |
|---|---|---|---|
| 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 Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | B6Z |
Test Details
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DIME Sample ID: 2025-12-20-7
DIME Test ID: 2025-12-20-7-2
Testing Lab: CT D08 - Fontana Field Testing 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: 2026-01-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Dylan Nault
Date of test: 12/22/2025
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.8
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 69
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2026 ✔