Summary for Test 2022-09-29-19-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 994305 DEA: 010K1004 EFIS: 0120000009 |
---|---|
DIST-CO-RTE-PM | 01-HUM-101-77.3 |
Award Date | Not set |
Closeout Date | 08/02/2023 |
Work Description | D1 SHOP Paving |
Location Description | Not set |
QA Service Level | 1 (Verified on 09/27/2022) |
Sample Information
Sample Taken Date | 09/29/2022 | Sample Unique Key | 19 |
---|---|---|---|
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 | 10/03/2022 |
Sample type | Department Acceptance | A brief description of the sample | PG 76-22M |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
First name of sampler or witnessed by | L | Last name of sampler or witnessed by | Lee |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia | Transportation Laboratory (TL) Number | 026633 |
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 | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-09-29-19
DIME Test ID: 2022-09-29-19-1
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: 2022-10-03
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eslam Mosallem
Date of test: 10/03/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.148 kPa
Phase Angle (δ) (for the 10 cycles): 68.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.231 kPa
Test Temperature (Specimen 1): 76.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/3/2022 ✔