Summary for Test 2025-03-11-26-7
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000216 DEA: 081G6304 EFIS: 0816000043 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-111-47.2/55.3 |
| Award Date | 09/05/2024 |
| Closeout Date | 01/21/2026 |
| Work Description | RHMA-G, REPLACE AC SURFACING, AND COLD PLANE AC PVMT. |
| Location Description | RIVERSIDE COUNTY IN PALM SPRINGS FROM GOLF CLUB DRIVE TO WEST GATEWAY DRIVE |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 03/11/2025 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/12/2025 | Sample type | Verification |
| A brief description of the sample | PSUE 3/4" RHMA G SP 0.50% LAS | The quantity of what the sample constitutes | 3 bags of comb agg, 1 bag EA CRM (scrap and hi-nat) |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Luke |
| Last name of sampler or witnessed by | Hall | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0163G-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ingevity, CRM, SJR, Granite, VLO, West Coast Aggs | |
| 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) | 91-33-0072 |
|---|---|---|---|
| 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 Granite Construction - Desert Hot Spring | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 1556 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-03-11-26
DIME Test ID: 2025-03-11-26-7
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: 2026-01-30
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: RG
Date of test: 03/17/2025
Clay Level (Test 1): 4.6
Sand Level (Test 1): 3.9
Clay Level (Test 2): 4.6
Sand Level (Test 2): 4
Clay Level (Test 3): 4.6
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 85
Sand Equivalent (Test 2): 87
Sand Equivalent (Test 3): 83
Sand Equivalent: 85
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/30/2026 ✔