Summary for Test 2026-10-04-3-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001613 DEA: 060V6104 EFIS: 0616000222 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-119-28.2/31.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RCP, CLASS 2 AB, ROADWAY EXC, AND MODIFYING SIGNAL. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE WEST OF ASHE ROAD TO ROUTE 119/99 SEPARATION |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 10/04/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA- A 15% RAP | The quantity of what the sample constitutes | L1SL14 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Matt |
| Last name of sampler or witnessed by | Decker | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Griffith, Edmonston | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3936252 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 14 | HMA Mix Number | |
| Binder content (%) | 4.7 | Virgin binder PG | PG 70-10 |
| Design binder PG | PG 70-10 | Binder Supplier | san Joaquin refinery |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2026-10-04-3
DIME Test ID: 2026-10-04-3-3
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: 2026-10-06
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: 10/06/2026
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 91 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 53 %
Cumulative percent passing the #8 sieve: 35 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.1 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V6104_37040_261004_L1SL14_T030 | 113.42 KB | 10/06/2026 | 2026-10-04-3-3 | Info |
Test was verified on 10/6/2026 ✔