Summary for Test 2023-08-18-81-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 995018 DEA: 09392204 EFIS: 0922000038 |
---|---|
DIST-CO-RTE-PM | 09--- |
Award Date | 04/13/2023 |
Closeout Date | 11/08/2023 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/17/2023) |
Sample Information
Sample Taken Date | 08/18/2023 | Sample Unique Key | 81 |
---|---|---|---|
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 | 07/31/2023 |
Sample type | Preliminary | A brief description of the sample | Binder Can |
The quantity of what the sample constitutes | 1 can of binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Lee Vining | Transportation Laboratory (TL) Number | 997501 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | VSS Emultech - West Sacramento CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-08-18-81
DIME Test ID: 2023-08-18-81-1
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: 2023-09-22
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/21/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 85.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.690 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.69 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/22/2023 ✔