Summary for Test 2024-03-18-44-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 03/18/2024 | Sample Unique Key | 44 |
---|---|---|---|
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 | 04/05/2024 |
Sample type | Verification | A brief description of the sample | PG 76-22M |
The quantity of what the sample constitutes | 2 of 2, split sample | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Ann | Last name of sampler or witnessed by | Hamer |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 031824-7622M-001 | Linked DIME Sample ID | 2024-03-18-35 |
The fabricator/manufacturer/facility name | Casa Grande, AZ | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 76-22 M |
---|---|---|---|
Modified | Yes | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Wright Asphalt Products Co. - Casa Grande AZ | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-03-18-44
DIME Test ID: 2024-03-18-44-1
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: 2024-04-10
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/10/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.223 kPa
Phase Angle (δ) (for the 10 cycles): 65.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.847 kPa
Test Temperature (Specimen 1): 76.0 C
Dynamic Shear, G*/sin(δ): 2.02 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 4/10/2024 ✔