Summary for Test 2025-07-25-5-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/25/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/25/2025 | Sample type | Quality Control |
| A brief description of the sample | Material Sample | The quantity of what the sample constitutes | 750 ton |
| From where was the sample collected | Source | First name of sampler or witnessed by | James |
| Last name of sampler or witnessed by | Beal | Title of sampler | Lab Technician |
| Telephone number of sampler | 630-460-0665 | Laboratory sample identification | 1360001426 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Stonemont Quarry | |
| 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) | Smara 1234 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/8" x #4 CR | The fabricator/manufacturer designation for the sample | |
| The plant number | 005 | A detailed description of where the material sample was collected | belt cut |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-25-5
DIME Test ID: 2025-07-25-5-1
Testing Lab: Stonemont Solutions, Incorporated
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-07-25
Test Results
What type of gradation is being tested?: 0.375 in x No. 8 - Coarse 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: Calculated
Tester's full name: James Beal
Date of test: 07/25/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 85 % | ||||||
| 30 % | ||||||
| 15 % | ||||||
| 5 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Test
Test was verified on 7/25/2025 ✔