Summary for Test 2026-09-30-25-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1002671 DEA: 09402704 EFIS: 0924000060 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 09/30/2026 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2026 | Sample type | Quality Assurance |
| A brief description of the sample | sand ''Micro-Seal" | The quantity of what the sample constitutes | Daily Production |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Salvador |
| Last name of sampler or witnessed by | Zepeda | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | S-3 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | HoneyWell, Nevada | |
| 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) | Jobsite |
|---|---|---|---|
| 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 @ 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
DIME Sample ID: 2026-09-30-25
DIME Test ID: 2026-09-30-25-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-10-08
Test Results
What type of gradation is being tested?: Fine Aggregate
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?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 10/08/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |
|---|---|---|
| 628 grams | ||
| 0.0 grams | 100 % | |
| 41.2 grams | 93 % | |
| 198.4 grams | 68 % | |
| 344.3 grams | 45 % | |
| 441.1 grams | 30 % | |
| 506.6 grams | 19 % | |
| 547.9 grams | 13 % | |
| 572.6 grams | 8.8 % | |
| 576.4 grams | ||
General comments (publicly viewable) (Max 1000 characters): Sand 3
Test was verified on 10/8/2026 ✔
