Summary for Test 2022-05-31-18-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 214395 DEA: 103A7204 EFIS: 1013000259 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-20.1/24.3 |
| Award Date | 12/12/2019 |
| Closeout Date | 08/23/2023 |
| Work Description | PLACE CRCP AND HMA. |
| Location Description | MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD |
| QA Service Level | 1 (Verified on 09/13/2019) |
Sample Information
| Sample Taken Date | 05/31/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 06/20/2022 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA Type A SP R15 PG 70-10 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | G | Last name of sampler or witnessed by | Myers |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Santa fe, Winton hma | Transportation Laboratory (TL) Number | MC220023 |
| 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 | 5 |
| Sublot number | 0102 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-05-31-18
DIME Test ID: 2022-05-31-18-3
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: 2022-07-07
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/24/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 27.852 kPa
Phase Angle (δ) (for the 10 cycles): 47.4 degree
Complex Modulus (G*) (for the 10 measurements): 2785.196 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 2050 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 7/7/2022 ✔