Summary for Test 2026-09-28-44-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1001723 DEA: 050N7064 EFIS: 0524000077 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-10.9/12.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | SB 101 - Segment 4E North - Cabrillo |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 09/28/2026 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA SP R25 | The quantity of what the sample constitutes | 750-1500 Tons |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Jesse |
| Last name of sampler or witnessed by | Gomez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Santa Paula | |
| 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) | 91-19-0046 |
|---|---|---|---|
| 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 | Post Burn | |
| 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 | 1 | |
| Sublot number | 12 | Aggregate Mix Number | 14851 |
Test Details
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DIME Sample ID: 2026-09-28-44
DIME Test ID: 2026-09-28-44-2
Testing Lab: CT D05 - Carpinteria Field 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: 2026-10-14
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jesse Gomez
Date of test: 10/01/2026
Clay Level (Test 1): 4
Sand Level (Test 1): 3.1
Clay Level (Test 2): 4.1
Sand Level (Test 2): 3.2
Clay Level (Test 3): 4.1
Sand Level (Test 3): 3.2
Sand Equivalent (Test 1): 78
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 78
Sand Equivalent: 78
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/14/2026 ✔