Summary for Test 2025-12-17-61-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-43.5,57.0 |
| Award Date | 08/07/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\\\'S FERRY ROAD AND AT PORTUGUESE CREEK |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 12/17/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/18/2025 | Sample type | Informational |
| A brief description of the sample | 18 6-inch Cores | The quantity of what the sample constitutes | 18 Cores of Lime Treated 1/2-inch Type A HMA (PG 64-28M) Valero - Benicia |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Alex |
| Last name of sampler or witnessed by | Long | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D81032 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA | |
| Transportation Laboratory (TL) Number | 877609 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3885157 |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.9 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-12-17-61
DIME Test ID: 2025-12-17-61-1
Testing Lab: CT D02 - Redding Northern Regional 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: 2026-01-28
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 01/22/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3157.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 4719.3 g
Mass of HMA Sample prior to ignition: 1561.7 g
Mass Loss: 95.0 g
Mass of aggregate remaining after ignition: 1466.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.49 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.40 %
General comments (publicly viewable) (Max 1000 characters): Pb=5.40%, TV=4.90%. For Information Only.
Test was verified on 1/28/2026 ✔