Summary for Test 2025-11-03-72-3
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000563 DEA: 021H7104 EFIS: 0217000013 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-3,5-L47.4,R45.5/R46.0 |
| Award Date | 11/13/2024 |
| Closeout Date | Not set |
| Work Description | NEW MECHANIC SHOP AT YREKA MAINTENANCE STATION. |
| Location Description | SISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159 |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 11/03/2025 | Sample Unique Key | 72 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 11/04/2025 |
| 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | D80115B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 877608 |
| 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: 2025-11-03-72
DIME Test ID: 2025-11-03-72-3
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: 2025-11-26
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 11/18/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3157.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 5237.2 g
Mass of HMA Sample prior to ignition: 2080.2 g
Mass Loss: 128.7 g
Mass of aggregate remaining after ignition: 1951.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.05 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.05, Pbr=5.03
Test was verified on 11/26/2025 ✔