Summary for Test 2023-09-18-53-3
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 215814 DEA: 023H3204 EFIS: 0217000097 |
---|---|
DIST-CO-RTE-PM | 02-SIS-5-2.7/R15.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Dunsmuir GAP - Pavement Rehabilitation. |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/02/2021) |
Sample Information
Sample Taken Date | 09/18/2023 | Sample Unique Key | 53 |
---|---|---|---|
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 | 09/28/2023 |
Sample type | Department Acceptance | A brief description of the sample | PG 58-34 M (Valero - Benicia) |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Source |
First name of sampler or witnessed by | j | Last name of sampler or witnessed by | Delgado |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | Transportation Laboratory (TL) Number | 824479 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-34 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 |
Test Details
DIME Sample ID: 2023-09-18-53
DIME Test ID: 2023-09-18-53-3
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: 2023-10-04
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 09/29/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 30.798 kPa
Phase Angle (δ) (for the 10 cycles): 38.2 degree
Complex Modulus (G*) (for the 10 measurements): 3064.355 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 1895 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 10/4/2023 ✔