Summary for Test 2025-10-20-33-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1001783 DEA: 021K9004 EFIS: 0225000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36- |
| Award Date | 07/30/2024 |
| Closeout Date | Not set |
| Work Description | D2 Park Fire DO |
| Location Description | Various Locations |
| QA Service Level | 1 (Verified on 10/22/2025) |
Sample Information
| Sample Taken Date | 10/20/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/20/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 2 bags RAP | The quantity of what the sample constitutes | Production Start Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D80097B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA | |
| Transportation Laboratory (TL) Number | 858150 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Redding, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2025-10-20-33
DIME Test ID: 2025-10-20-33-2
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: 2025-10-28
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 10/23/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3030.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4699.2 g
Mass of HMA Sample prior to ignition: 1668.9 g
Mass Loss: 101.4 g
Mass of aggregate remaining after ignition: 1567.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.18 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.90 %
General comments (publicly viewable) (Max 1000 characters): Pb(Uncorrected)=5.90%
Test was verified on 10/28/2025 ✔