Summary for Test 2025-12-30-27-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000607 DEA: 081K6904 EFIS: 0819000090 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-5.7/11.8 |
| Award Date | 01/09/2025 |
| Closeout Date | Not set |
| Work Description | ROCK EXCAVATION, HMA (TYPE A), RHMA-G, AND CABLE NET DRAPERY SYSTEM. |
| Location Description | RIVERSIDE COUNTY IN AND NEAR LAKE ELSINORE FROM MONTE VISTA STREET TO GRAND AVENUE |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 12/30/2025 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/30/2025 | Sample type | Quality Control |
| A brief description of the sample | 3/8 gravel | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | Kirk | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cemex Lytle Creek | |
| 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) | 4419 |
|---|---|---|---|
| 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 | stock pile | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-12-30-27
DIME Test ID: 2025-12-30-27-1
Testing Lab: Thompson Pipe Group - Los Angeles
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-03-03
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: Brandon Kirk
Date of test: 12/30/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 92 % | ||||||
| 20 % | ||||||
| 3 % | ||||||
| 3.2 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/3/2026 ✔