Summary for Test 2023-05-17-84-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 215310 DEA: 020J4504 EFIS: 0219000125 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97-0/0.0001 |
| Award Date | 06/30/2022 |
| Closeout Date | Not set |
| Work Description | DORRIS TMS |
| Location Description | SISKIYOU COUNTY AT AND NEAR DORRIS AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF RICHARDSON ROAD TO 0.1 MILE NORTH OF DORRIS BROWNWELL ROAD |
| QA Service Level | 1 (Verified on 11/09/2020) |
Sample Information
| Sample Taken Date | 05/17/2023 | Sample Unique Key | 84 |
|---|---|---|---|
| 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 | 05/17/2023 |
| Sample type | Production Start-Up | A brief description of the sample | 2 bags of Combined 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 | Joe | Last name of sampler or witnessed by | Delgado |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D79236B | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815611 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Fawndale Rock and Asphalt, Reddimg, CA |
|---|---|---|---|
| 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: 2023-05-17-84
DIME Test ID: 2023-05-17-84-1
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: 2023-06-08
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 05/23/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3011.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4555.7 g
Mass of HMA Sample prior to ignition: 1544.4 g
Mass Loss: 83.9 g
Mass of aggregate remaining after ignition: 1460.5 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: 5.24 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=5.24%
Test was verified on 6/8/2023 ✔