Summary for Test 2021-08-19-44-7
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215554 DEA: 061A9004 EFIS: 0621000018 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-4.4/R15.8 |
| Award Date | 05/06/2021 |
| Closeout Date | 10/24/2022 |
| Work Description | COLD PLANE & PLACE HMA & INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | KERN COUNTY AT GRAPEVINE FROM 0.4 MILE NORTH OF LEBEC ROAD OVERCROSSING TO ROUTES 5/99 SEPARATION |
| QA Service Level | 1 (Verified on 03/10/2021) |
Sample Information
| Sample Taken Date | 08/19/2021 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 08/31/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder PG 70-10 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Isidro | Last name of sampler or witnessed by | Perez |
| Title of sampler | RE | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery, Bakersfield, CA | Transportation Laboratory (TL) Number | 772217 |
| 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 | 1 |
| Sublot number | 4 | Tank number | 32001 |
| Time of sample | HMA Supplier | Vulcan Materials | |
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-08-19-44
DIME Test ID: 2021-08-19-44-7
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: 2021-09-14
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/09/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 52.858 kPa
Phase Angle (δ) (for the 10 cycles): 61.1 degree
Complex Modulus (G*) (for the 10 measurements): 5285.256 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4627 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV+3
Test was verified on 9/14/2021 ✔