Summary for Test 2021-07-21-34-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215341 DEA: 101J1204 EFIS: 1018000150 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-33-R0.0/L5.7 |
| Award Date | 01/29/2021 |
| Closeout Date | 03/02/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE AND PLACE HOT MIX ASPHALT. |
| Location Description | MERCED COUNTY IN AND NEAR DOS PALOS FROM FRESNO COUNTY LINE TO 0.1 MILE NORTH OF EAST JUNCTION ROUTE 152 |
| QA Service Level | 1 (Verified on 11/30/2020) |
Sample Information
| Sample Taken Date | 07/21/2021 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 07/30/2021 |
| Sample type | Department Acceptance | A brief description of the sample | PG64-16 |
| The quantity of what the sample constitutes | 1 of 2 cans | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | _ | Last name of sampler or witnessed by | _ |
| Title of sampler | Teichert 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 | c034232 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| 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: 2021-07-21-34
DIME Test ID: 2021-07-21-34-2
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: 2021-08-10
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/03/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.129 kPa
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.075 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.08 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORG
Test was verified on 8/10/2021 ✔