Summary for Test 2025-04-17-40-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-46.6/46.6 |
| Award Date | 02/28/2025 |
| Closeout Date | 07/14/2025 |
| Work Description | Siskiyou 96 Potential Landslide DO Storm Damage |
| Location Description | IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD |
| QA Service Level | 1 (Verified on 04/22/2025) |
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/17/2025 | Sample type | Acceptance |
| A brief description of the sample | RAP | The quantity of what the sample constitutes | 2 Bags RAP |
| 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 | D79856B | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 823566 | 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: 2025-04-17-40
DIME Test ID: 2025-04-17-40-2
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: 2025-04-23
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 04/21/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3035.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 4669.6 g
Mass of HMA Sample prior to ignition: 1633.8 g
Mass Loss: 98.6 g
Mass of aggregate remaining after ignition: 1535.2 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: 5.86 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.85
Test was verified on 4/23/2025 ✔