Summary for Test 2025-11-08-17-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 1000274 DEA: 041X2804 EFIS: 0424000295 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84-11.2 or 15.5 |
| Award Date | 02/20/2024 |
| Closeout Date | Not set |
| Work Description | Repair Slip Out |
| Location Description | Niles Canyon |
| QA Service Level | 1 (Verified on 05/10/2024) |
Sample Information
| Sample Taken Date | 11/08/2025 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/10/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4-inch HMA-SP Type A | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Eddie |
| Last name of sampler or witnessed by | Dike | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Pleasanton | |
| 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) | 91-01-0010 |
|---|---|---|---|
| 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 | Plant Sampler | |
| 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 | 220304 |
Test Details
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DIME Sample ID: 2025-11-08-17
DIME Test ID: 2025-11-08-17-1
Testing Lab: CT D04 - Pleasanton Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-11-18
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: Calculated
Tester's full name: Robert Lohman
Date of test: 11/17/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 84 % | ||||||
| 71 % | ||||||
| 47 % | ||||||
| 27 % | ||||||
| 18 % | ||||||
| 14 % | ||||||
| 9 % | ||||||
| 6 % | ||||||
| 4 % | ||||||
General comments (publicly viewable) (Max 1000 characters): Sample #1
Test was verified on 11/18/2025 ✔