Summary for Test 2026-05-12-3-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001439 DEA: 061A7604 EFIS: 0621000015 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46-51.4/R57.9 |
| Award Date | 10/20/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY, CONC. BARRIER AND RUMBLE STRIPS. |
| Location Description | KERN COUNTY IN AND NEAR WASCO FROM 0.20 MILE EAST OF ROUTE 43 TO 0.30 MILE EAST OF ROUTE 46/99 SEPARATION |
| QA Service Level | 1 (Verified on 08/15/2025) |
Sample Information
| Sample Taken Date | 05/12/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/12/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA- A | The quantity of what the sample constitutes | L1SL1-PSE |
| From where was the sample collected | Source | First name of sampler or witnessed by | Alex |
| Last name of sampler or witnessed by | Escobar | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Solari | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3945489 |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-15-0114 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed | |
| 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 | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-05-12-3
DIME Test ID: 2026-05-12-3-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-05-12
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: Neale Brown
Date of test: 05/12/2026
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: 83 %
Cumulative percent passing the 3/8 in. sieve: 72 %
Cumulative percent passing the #4 sieve: 55 %
Cumulative percent passing the #8 sieve: 38 %
Cumulative percent passing the #16 sieve: 30 %
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: 5.9 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06_1A7604_37031_260511_L1SL1 | 278.31 KB | 05/12/2026 | 2026-05-12-3-1 | Info |
Test was verified on 5/12/2026 ✔