Summary for Test 2023-12-27-19-6
Test performed: AASHTO T315-22
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Project 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 | 12/27/2023 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 01/10/2024 |
| Sample type | Verification | A brief description of the sample | PG70-10 Asphalt Binder |
| The quantity of what the sample constitutes | 1 of 2 cans | 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 | 6618527352 |
| Laboratory sample identification | 7010231227 | Linked DIME Sample ID | 2023-12-27-18 |
| The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | 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 70-10 |
|---|---|---|---|
| Modified | No | Lot number | 7010231227 |
| Sublot number | Tank number | 9001 | |
| Time of sample | 7:45 am | 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: 2023-12-27-19
DIME Test ID: 2023-12-27-19-6
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: 2024-01-12
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: KAREN
Date of test: 01/12/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 67.391 kPa
Phase Angle (δ) (for the 10 cycles): 58.8 degree
Complex Modulus (G*) (for the 10 measurements): 6705.339 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 5736 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 1/12/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.