Summary for Test 2025-06-10-3-4
Test performed: AASHTO T27-14Project 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 | 06/10/2025 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Type 3 Slurry Seal/Micro-surfacing | The quantity of what the sample constitutes | 1 canvas bag |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Lee |
| Last name of sampler or witnessed by | Renick | Title of sampler | TET |
| Telephone number of sampler | 7076665918 | 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: 2025-06-10-3
DIME Test ID: 2025-06-10-3-4
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-06-11
Test Results
What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Measured
Tester's full name: Lee Renick
Date of test: 06/11/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 7452.4 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 1179.1 grams | 84 % | |||||
| 516.1 grams | ||||||
| 179.6 grams | 55 % | |||||
| 309.3 grams | 34 % | |||||
| 384.1 grams | 21 % | |||||
| 429.3 grams | 14 % | |||||
| 456.7 grams | 10 % | |||||
| 475.1 grams | 6.7 % | |||||
| 516.1 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2025 ✔