Summary for Test 2021-09-27-54-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215427 DEA: 101J5204 EFIS: 1019000086 |
|---|---|
| DIST-CO-RTE-PM | 10-STA-5,99-Var |
| Award Date | 03/02/2021 |
| Closeout Date | 10/05/2022 |
| Work Description | CONCRETE BRIDGE DECK OVERLAY AND HMA PAVING. |
| Location Description | STANISLAUS COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/01/2021) |
Sample Information
| Sample Taken Date | 09/27/2021 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 10/07/2021 |
| Sample type | Department Acceptance | A brief description of the sample | BINDER |
| The quantity of what the sample constitutes | 2 CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | TEICHERT | Last name of sampler or witnessed by | TEICHERT |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Marathon | Transportation Laboratory (TL) Number | 21MC0031 |
| 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 | Lot number | 1 | |
| Sublot number | 1 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-09-27-54
DIME Test ID: 2021-09-27-54-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-10-25
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/21/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.006 kPa
Phase Angle (δ) (for the 10 cycles): 47.0 degree
Complex Modulus (G*) (for the 10 measurements): 3700.018 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 2706 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications PAV
Test was verified on 10/25/2021 ✔