Summary for Test 2025-06-04-12-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000651 DEA: 010M7004 EFIS: 0123000057 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-109.55/125.73 |
| Award Date | 08/31/2024 |
| Closeout Date | 09/09/2025 |
| Work Description | Orick Micro-Surfacing |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/26/2024) |
Sample Information
| Sample Taken Date | 06/04/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/04/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Type 3 Slurry Seal/Micro-surfacing |
| The quantity of what the sample constitutes | 1 5gal bucket | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Huett |
| Title of sampler | TET | Telephone number of sampler | 7078155590 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | knife river central point Oregon | 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) | Knife River |
|---|---|---|---|
| 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 | stockpile in the Orick yard | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-06-04-12
DIME Test ID: 2025-06-04-12-1
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: 2025-06-05
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: jason huett
Date of test: 06/05/2025
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.8
Clay Level (Test 3): 6
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 64
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/5/2025 ✔