Summary for Test 2022-05-08-6-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215183 DEA: 101C1704 EFIS: 1014000144 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-R12.7/17.8 |
| Award Date | 01/22/2021 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP. |
| Location Description | MERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 10/20/2020) |
Sample Information
| Sample Taken Date | 05/08/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| 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-A SP R12, PG 64-10 |
| The quantity of what the sample constitutes | 2 cans | 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 | Teichert - Santa Fe Winton | Transportation Laboratory (TL) Number | MC220001 |
| 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 | 4 | Tank number | |
| Time of sample | HMA Supplier | Teichert - Santa Fe Winton | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-05-08-6
DIME Test ID: 2022-05-08-6-2
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: 2022-07-06
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/28/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.447 kPa
Phase Angle (δ) (for the 10 cycles): 82.1 degree
Complex Modulus (G*) (for the 10 measurements): 4.466 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.51 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 7/6/2022 ✔