Summary for Test 2026-07-10-85-2
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for storing JMF sample data |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/10/2026 | Sample Unique Key | 85 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2026 | Sample type | Verification |
| A brief description of the sample | 2 bags of Combined RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Ward |
| Last name of sampler or witnessed by | Jenkins | Title of sampler | Not set |
| Telephone number of sampler | Not set | Laboratory sample identification | Not set |
| Linked DIME Sample ID | Not set | The fabricator/manufacturer/facility name | J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA) |
| Transportation Laboratory (TL) Number | Not set | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt |
|---|---|---|---|
| Aggregate Size | Not set | Aggregate Source | Not set |
| RAP Stockpile | Not set | Stockpile Size (tons) | Not set |
| Reclaimed Asphalt Pavement Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-07-10-85
DIME Test ID: 2026-07-10-85-2
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: 2026-10-09
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 07/14/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3077.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 4678.8 g
Mass of HMA Sample prior to ignition: 1600.9 g
Mass Loss: 94.0 g
Mass of aggregate remaining after ignition: 1506.9 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: 5.68 %
General comments (publicly viewable) (Max 1000 characters): Average of three: Pbr(uncorrected)=5.68%
Test was verified on 10/9/2026 ✔