Summary for Test 2026-08-05-84-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1001369 DEA: 010K1504 EFIS: 0120000035 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-125.2/R126.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | EARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | HUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/08/2025) |
Sample Information
| Sample Taken Date | 08/05/2026 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/10/2026 | Sample type | Quality Assurance |
| A brief description of the sample | cold feed | The quantity of what the sample constitutes | 2 ags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | jason |
| Last name of sampler or witnessed by | huett | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kernen | |
| 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) | kernen |
|---|---|---|---|
| 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 | discharge from belt before dryer | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-08-05-84
DIME Test ID: 2026-08-05-84-1
Testing Lab: CT D01 - Crescent City 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: 2026-09-04
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: jason huett
Date of test: 09/04/2026
Clay Level (Test 1): 10.5
Sand Level (Test 1): 4.1
Clay Level (Test 2): 11.2
Sand Level (Test 2): 4.1
Clay Level (Test 3): 7.6
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 39
Sand Equivalent (Test 2): 37
Sand Equivalent (Test 3): 53
Sand Equivalent: 43
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2026 ✔