Summary for Test 2022-12-21-61-2
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 12/21/2022 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 01/12/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PG64-28M Modified Asphalt Binder |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Partenan |
| Title of sampler | Sr Asphalt Technician | Telephone number of sampler | 6614327352 |
| Laboratory sample identification | 6428221221 | Linked DIME Sample ID | 2022-12-21-33 |
| The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | TK 5006 | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2022-12-21-61
DIME Test ID: 2022-12-21-61-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-01-17
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 01/12/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.188 kPa
Phase Angle (δ) (for the 10 cycles): 72.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.565 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.64 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/17/2023 ✔