Summary for Test 2026-08-25-64-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1002228 DEA: 051R7604 EFIS: 0524000115 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-229-5.5/9.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RHMA-G overlay, asphalt rubber binder chip seal, & shoulder backing |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/01/2026) |
Sample Information
| Sample Taken Date | 08/25/2026 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/24/2026 | Sample type | Acceptance |
| A brief description of the sample | 1/2" RHMA-G DL | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Granite |
| Last name of sampler or witnessed by | QC | Title of sampler | Granite QC |
| Telephone number of sampler | Laboratory sample identification | 260825-L1SL4 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction - Templeton Plant | |
| 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 | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 4 | HMA Mix Number | 15373 |
| Binder content (%) | 7.5 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-25-64
DIME Test ID: 2026-08-25-64-1
Testing Lab: CT D05 - Paso Robles 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: 2026-09-08
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: I. Chezem
Date of test: 08/25/2026
Clay Level (Test 1): 7
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6.9
Sand Level (Test 2): 3.5
Clay Level (Test 3): 7.7
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 53
Sand Equivalent (Test 2): 51
Sand Equivalent (Test 3): 47
Sand Equivalent: 51
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2026 ✔