Summary for Test 2023-06-12-41-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 |
---|---|
DIST-CO-RTE-PM | 02-SHA-299-0/R5.7 |
Award Date | Not set |
Closeout Date | 04/16/2024 |
Work Description | Pavement Preservation (State Funded) Many Buckhorns Mill & Fill |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
Sample Taken Date | 06/12/2023 | Sample Unique Key | 41 |
---|---|---|---|
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 | 06/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | PG 64-16 |
The quantity of what the sample constitutes | 2 of 2 cans | From where was the sample collected | Job Site |
First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | J.F SHEA | Transportation Laboratory (TL) Number | 867314 |
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 | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-06-12-41
DIME Test ID: 2023-06-12-41-1
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: 2023-06-21
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 06/20/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.150 kPa
Phase Angle (δ) (for the 10 cycles): 86.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.252 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.25 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 6/21/2023 ✔