Summary for Test 2022-08-29-77-1
Test performed: AASHTO T315-22Project 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 | 08/29/2022 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 10/13/2022 |
| Sample type | Acceptance | A brief description of the sample | PG 64-10 |
| The quantity of what the sample constitutes | 1 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 | Pacific Northwest Oil - Stockton, CA | Transportation Laboratory (TL) Number | MC220040 |
| 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 | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-29-77
DIME Test ID: 2022-08-29-77-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-10-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/14/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.172 kPa
Phase Angle (δ) (for the 10 cycles): 85.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.437 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/21/2022 ✔