Summary for Test 2024-06-10-95-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 06/10/2024 | Sample Unique Key | 95 |
|---|---|---|---|
| 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 | 06/10/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined 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 | Brandon | Last name of sampler or witnessed by | White |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79571B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek - Ward Lake | Transportation Laboratory (TL) Number | 692889 |
| 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 | Hat Creek Construction and Materials, Ward Lake Facility, Litchfield, CA |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2024-06-10-95
DIME Test ID: 2024-06-10-95-1
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: 2025-03-20
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Joe Mishoe
Date of test: 06/17/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3016.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4522.1 g
Mass of HMA Sample prior to ignition: 1505.4 g
Mass Loss: 104.6 g
Mass of aggregate remaining after ignition: 1400.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.20 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.75 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.75%,
Pbr≈5.27%
Test was verified on 3/20/2025 ✔