Summary for Test 2026-10-06-1-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 995353 DEA: 072XE504 EFIS: 0723000094 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150-25.82/31 |
| Award Date | 01/26/2023 |
| Closeout Date | 06/09/2025 |
| Work Description | Remove the mud and the debris from the roadway and repair the eroded slopes and the slope drapery protection system, repair the damaged shoulder and AC dike in multiple locations, clean the drainage systems, repair the roadside signs and markers, and fix the compromised drainage systems |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/06/2023) |
Sample Information
| Sample Taken Date | 10/06/2026 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/06/2026 | Sample type | Verification |
| A brief description of the sample | 3/4" WMA A SP RAP 22% LAS .25% | The quantity of what the sample constitutes | 6 Bags of Cold feed, 2 Bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Christian |
| Last name of sampler or witnessed by | QC (VMC-SV: Christian G.) | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials - Sun Valley | |
| 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 / 91-33-0027 |
|---|---|---|---|
| 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 |
Test Details
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DIME Sample ID: 2026-10-06-1
DIME Test ID: 2026-10-06-1-5
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: 2026-10-28
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: David Tran
Date of test: 10/08/2026
Clay Level (Test 1): 5.6
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.5
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 64
Sand Equivalent: 67
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2026 ✔