Summary for Test 2026-04-27-59-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 04/27/2026 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/27/2026 | Sample type | Acceptance |
| A brief description of the sample | 14778 3/4" Aggregate | The quantity of what the sample constitutes | 725 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Timothy |
| Last name of sampler or witnessed by | Ruiz | Title of sampler | Granite QC Technician |
| Telephone number of sampler | Laboratory sample identification | 260427 L9SL4 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Arvin | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3857462 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0114 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| 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 | 9 | |
| Sublot number | 4 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-04-27-59
DIME Test ID: 2026-04-27-59-2
Testing Lab: CT D05 - Whitley Gardens 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: 2026-05-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kyle Engen
Date of test: 04/28/2026
Clay Level (Test 1): 6
Sand Level (Test 1): 4
Clay Level (Test 2): 5
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 68
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/6/2026 ✔