Summary for Test 2022-06-08-21-1
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993583 DEA: 032G4004 EFIS: 0321000121 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-220-0.0/3.0 |
| Award Date | 04/15/2022 |
| Closeout Date | 05/15/2023 |
| Work Description | REPLACE AC SURFACING, PLACE HMA (TYPE A), & COLD PLANE AC PVMT. |
| Location Description | SACRAMENTO COUNTY NEAR WALNUT GROVE FROM THE SOLANO COUNTY LINE TO 0.1 MILE WEST OF ROUTE 160 |
| QA Service Level | 1 (Verified on 02/28/2022) |
Sample Information
| Sample Taken Date | 06/08/2022 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 06/13/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Binder, 3/4" HMA-SP-R15 |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Arthur | Last name of sampler or witnessed by | Trillo |
| Title of sampler | QA Super | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed - Clements Plant | Transportation Laboratory (TL) Number | 849795 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 3 | Tank number | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-08-21
DIME Test ID: 2022-06-08-21-1
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: 2022-06-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/14/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.166 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.379 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.38 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 6/21/2022 ✔