Summary for Test 2025-09-18-75-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1001113 DEA: 021K0804 EFIS: 0224000049 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-395-0.0/5.0 |
| Award Date | 05/30/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA OVERLAY AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | MODOC COUNTY NEAR LIKELY FROM LASSEN COUNTY LINE TO 0.8 MILE NORTH OF COUNTY ROAD 189 |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 09/18/2025 | Sample Unique Key | 75 |
|---|---|---|---|
| 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 | 09/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Fine RAP (3/8-inch) |
| 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 | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D80043 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek Construction and Materials — Fitch Road Rock and Asphalt (Alturas, CA) | Transportation Laboratory (TL) Number | 854561 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3932605 |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fitch Road Rock and Asphalt |
|---|---|---|---|
| Aggregate Size | 3/8-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2025-09-18-75
DIME Test ID: 2025-09-18-75-1
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: 2025-10-10
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 09/22/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3029.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4630.4 g
Mass of HMA Sample prior to ignition: 1600.7 g
Mass Loss: 139.1 g
Mass of aggregate remaining after ignition: 1461.6 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: 8.50 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=8.50%
Test was verified on 10/10/2025 ✔