Summary for Test 2024-04-24-93-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 995054 DEA: 024H0204 EFIS: 0218000069 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-20.0/39.7 |
| Award Date | 10/23/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | PLACE RHMA AND HMA, CORRECT SEGMENTS, AND REPLACE AC SURFACING. |
| Location Description | TEHAMA COUNTY NEAR RED BLUFF FROM 0.8 MILE EAST OF SALT CREEK BRIDGE TO BAKER ROAD |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 04/24/2024 | 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 | 04/24/2024 |
| Sample type | Acceptance | A brief description of the sample | 1 bag of Combined RAP (1/2-inch) |
| The quantity of what the sample constitutes | 750 tons of 3500 tons | 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 | D79473B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis — Northstate Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 035785 |
| 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 | Northstate Asphalt |
|---|---|---|---|
| Aggregate Size | 1/2-inch | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Test Details
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DIME Sample ID: 2024-04-24-93
DIME Test ID: 2024-04-24-93-1
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: 2024-06-02
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/29/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 3017.2 g
Mass of the specimen and specimen basket assembly prior to ignition: 4719.3 g
Mass of HMA Sample prior to ignition: 1702.1 g
Mass Loss: 104.3 g
Mass of aggregate remaining after ignition: 1597.8 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: 5.95 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.95%,
Pbr≈4.59%
Test was verified on 6/2/2024 ✔