Summary for Test 2025-05-29-93-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU,PLU-36- |
| Award Date | 11/05/2024 |
| Closeout Date | Not set |
| Work Description | CHESTER CAUSEWAY REHAB |
| Location Description | LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 05/29/2025 | Sample Unique Key | 93 |
|---|---|---|---|
| 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 | 05/29/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Fine 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79896 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA) | Transportation Laboratory (TL) Number | 897049 |
| 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 | Ward Lake Plant |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
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: 2025-05-29-93
DIME Test ID: 2025-05-29-93-1
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: 2025-07-01
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 06/05/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3039.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4684.9 g
Mass of HMA Sample prior to ignition: 1645.8 g
Mass Loss: 114.3 g
Mass of aggregate remaining after ignition: 1531.5 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: 6.76 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.76%,
Pbr≈5.61%
Test was verified on 7/1/2025 ✔