Summary for Test 2025-06-17-19-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-10.2/16.0 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED). |
| Location Description | KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 06/17/2025 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA Type A w 25% RAP | The quantity of what the sample constitutes | L1SL39 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Mike |
| Last name of sampler or witnessed by | Cozad | Title of sampler | Materials Tester |
| 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 | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 39 | HMA Mix Number | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-06-17-19
DIME Test ID: 2025-06-17-19-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2025-06-18
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/18/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3954.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 5975.7 g
Mass of HMA Sample prior to ignition: 2021.2 g
Mass Loss: 105.6 g
Mass of aggregate remaining after ignition: 1915.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.34 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.88 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U5004_37039_250617_T308_L1SL39 | 81.44 KB | 06/18/2025 | 2025-06-17-19-2 | Info |
Test was verified on 6/18/2025 ✔