Summary for Test 2025-12-03-31-5
Test performed: AASHTO T176-08
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Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 12/03/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/08/2025 | Sample type | Verification |
| A brief description of the sample | Milestone 3/4" HAM-A-SP R24 1.0% LSM | The quantity of what the sample constitutes | 2 bags comb Lt Agg, 6 bags Virgin Agg, 2 bags RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Eriberto |
| Last name of sampler or witnessed by | Aragon | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0684A-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ehrenburg Pit/ Holly Frontier/ LHoist/ Project Roadway | |
| 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) | EHRENBERG PIT CM203 |
|---|---|---|---|
| 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 | Fisher and Sand Gravel Tempe AZ | |
| 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 | CA125MA | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-12-03-31
DIME Test ID: 2025-12-03-31-5
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: 2026-03-10
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Julius Esonwune
Date of test: 12/09/2025
Clay Level (Test 1): 4
Sand Level (Test 1): 3.8
Clay Level (Test 2): 4.2
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.1
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 95
Sand Equivalent (Test 2): 91
Sand Equivalent (Test 3): 96
Sand Equivalent: 94
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/10/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.