Summary for Test 2025-10-02-30-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 995026 DEA: 040Q1004 EFIS: 0418000044 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-20.7/30.8 |
| Award Date | 07/11/2024 |
| Closeout Date | Not set |
| Work Description | REHAB ALA 580 |
| Location Description | ALAMEDA COUNTY IN PLEASANTON AND CASTRO VALLEY FROM ROUTE 680/580 SEPARATION TO ROUTE 580/238 SEPARATION |
| QA Service Level | 1 (Verified on 07/28/2023) |
Sample Information
| Sample Taken Date | 10/02/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/03/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2"RHMA-G | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Scott |
| Last name of sampler or witnessed by | Sowko | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton | |
| 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) | 91-01-0010 |
|---|---|---|---|
| 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 | Plant Sampler | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 326122 |
Test Details
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DIME Sample ID: 2025-10-02-30
DIME Test ID: 2025-10-02-30-2
Testing Lab: CT D04 - Pleasanton 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: 2025-10-03
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Dennis Yeung
Date of test: 10/03/2025
Clay reading: 4.5
Sand reading: 3.9
Sand Equivalent: 87
General comments (publicly viewable) (Max 1000 characters): Sample #1
Test was verified on 10/3/2025 ✔