Summary for Test 2026-10-08-31-2
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 | 10/08/2026 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA SP R25 | The quantity of what the sample constitutes | 750 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-10-08-31
DIME Test ID: 2026-10-08-31-2
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: 2026-10-13
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: Yes
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: Yes
Input Type: Calculated
Tester's full name: Bryan Stewart
Date of test: 10/09/2026
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 0 %
Cumulative percent passing the 3/4 in. sieve: 0 %
Cumulative percent passing the 1/2 in. sieve: 91 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 62 %
Cumulative percent passing the #8 sieve: 45 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 15 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 5.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2026 ✔