Summary for Test 2026-10-05-12-2
Test performed: AASHTO T308-25Project Information
| Project Identifiers | Project ID: 1001572 DEA: 060W9204 EFIS: 0618000063 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-4.1/10.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE. |
| Location Description | KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 10/05/2026 | Sample Unique Key | 12 |
|---|---|---|---|
| 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-SP Type A | The quantity of what the sample constitutes | HMA- L1SL2 |
| 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 | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan San Emidio | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3944949 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 2 | HMA Mix Number | |
| Binder content (%) | 4.5 | Virgin binder PG | PG 64-10 |
| Design binder PG | PG 64-10 | Binder Supplier | San Juaquin Refinery |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type | .8% Lime |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-10-05-12
DIME Test ID: 2026-10-05-12-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T308-25: 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: 2026-10-05
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 10/05/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3923.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 6102.5 g
Mass of HMA Sample prior to ignition: 2178.7 g
Mass Loss: 101.8 g
Mass of aggregate remaining after ignition: 2076.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.30 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.37 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W9204_37046_260501_T308_L1SL2 | 147.97 KB | 10/05/2026 | 2026-10-05-12-2 | Info |
Test was verified on 10/5/2026 ✔