Summary for Test 2025-08-29-28-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | 01/29/2025 |
| Closeout Date | Not set |
| Work Description | REPLACE AC SURFACING, PLACE HMA AND THERMOPLASTIC TRAFFIC STRIPING. |
| Location Description | PLUMAS COUNTY NEAR PORTOLA FROM 0.4 MILE WEST OF BIG GRIZZLY CREEK BRIDGE TO 0.8 MILE WEST OF SUMMIT SCHOOL DRIVE |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 08/29/2025 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2025 | Sample type | Acceptance |
| A brief description of the sample | 1 Box 3/4-inch HMA-A w/ 25% RAP PG58-34 | The quantity of what the sample constitutes | 195 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Reilly |
| Last name of sampler or witnessed by | Melvin | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | |
| 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 | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.7 | Virgin binder PG | |
| Design binder PG | PG 64-28 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-08-29-28
DIME Test ID: 2025-08-29-28-1
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: 2025-09-30
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 09/26/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3029.5 g
Mass of the specimen and specimen basket assembly prior to ignition: 5132.2 g
Mass of HMA Sample prior to ignition: 2102.7 g
Mass Loss: 140.4 g
Mass of aggregate remaining after ignition: 1962.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.87 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.67 %
General comments (publicly viewable) (Max 1000 characters): Pb=5.66%, TV=5.67%
Test was verified on 9/30/2025 ✔