Summary for Test 2026-09-28-44-1
Test performed: AASHTO T30-25Project 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 | 09/28/2026 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA SP R25 | The quantity of what the sample constitutes | 750-1500 Tons |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Jesse |
| 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 | 12 | Aggregate Mix Number | 14851 |
Test Details
DIME Sample ID: 2026-09-28-44
DIME Test ID: 2026-09-28-44-1
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-10-14
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: No
Input Type: Calculated
Tester's full name: Jesse Gomez
Date of test: 09/30/2026
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 90 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 42 %
Cumulative percent passing the #16 sieve: 30 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.8 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/14/2026 ✔
