Summary for Test 2023-04-05-61-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993493 DEA: 100Q1224 EFIS: 1014000168 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-28.2/R37.3 |
| Award Date | 03/30/2022 |
| Closeout Date | Not set |
| Work Description | WIDEN CONCRETE PAVEMENT LANES AND BRIDGES. |
| Location Description | MERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE |
| QA Service Level | 1 (Verified on 01/10/2022) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 04/18/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 2 cans of asphalt binder |
| The quantity of what the sample constitutes | 2 cans of binder | From where was the sample collected | Source |
| First name of sampler or witnessed by | T | Last name of sampler or witnessed by | Tretz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Teichart hot plant | Transportation Laboratory (TL) Number | 033817 |
| 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 |
Test Details
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DIME Sample ID: 2023-04-05-61
DIME Test ID: 2023-04-05-61-1
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: 2023-04-24
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 04/24/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.161 kPa
Phase Angle (δ) (for the 10 cycles): 86.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.340 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.34 kPa
General comments (publicly viewable) (Max 1000 characters): original
Test was verified on 4/24/2023 ✔