Summary for Test 2026-06-08-24-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001723 DEA: 050N7064 EFIS: 0524000077 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-10.9/12.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | SB 101 - Segment 4E North - Cabrillo |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/03/2025) |
Sample Information
| Sample Taken Date | 06/08/2026 | Sample Unique Key | 24 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/09/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA SP R25 |
| The quantity of what the sample constitutes | 0-750 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Eduardo | Last name of sampler or witnessed by | Gomez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Santa Paula | 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) | 91-19-0046 |
|---|---|---|---|
| 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 | Post Burn | |
| 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 | 1 | |
| Sublot number | 10 | Aggregate Mix Number | 14851 |
Test Details
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DIME Sample ID: 2026-06-08-24
DIME Test ID: 2026-06-08-24-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-06-15
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Jesse Gomez
Date of test: 06/09/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 99 % | ||||||
| 92 % | ||||||
| 84 % | ||||||
| 59 % | ||||||
| 46 % | ||||||
| 32 % | ||||||
| 22 % | ||||||
| 14 % | ||||||
| 8 % | ||||||
| 4.9 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/15/2026 ✔