Summary for Test 2026-08-20-70-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1002511 DEA: 022K2104 EFIS: 0225000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36,172-unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN TEHAMA COUNTY NEAR MINERAL ON ROUTE 36 FROM 1.3 MILES EAST OF NORTH JUNCTION ROUTE 89 TO 0.1 MILE WEST OF MILL CREEK BRIDGE AND ON ROUTE 172 FROM 0.7 MILE WEST OF DOGWOOD WAY TO EAST JUNCTION OF ROUTE 36. |
| QA Service Level | 1 (Verified on 08/20/2026) |
Sample Information
| Sample Taken Date | 08/20/2026 | Sample Unique Key | 70 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2026 | Sample type | Production Start-Up |
| A brief description of the sample | Production Start-Up Evaluation | The quantity of what the sample constitutes | 2 bags of RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Emilio |
| Last name of sampler or witnessed by | Chavez | Title of sampler | Consultant Tester |
| Telephone number of sampler | Laboratory sample identification | D80366B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Construction — Sierra Cascade Aggregate and Asphalt Products (Chester, CA) | |
| Transportation Laboratory (TL) Number | 036647 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | 3959510 |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Dig It Construction |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2026-08-20-70
DIME Test ID: 2026-08-20-70-2
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: 2026-09-09
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Dacota Mei
Date of test: 09/02/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3045.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 4660.3 g
Mass of HMA Sample prior to ignition: 1614.4 g
Mass Loss: 93.4 g
Mass of aggregate remaining after ignition: 1521.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.60 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.60%,
Pbr≈4.87%
Test was verified on 9/9/2026 ✔