Summary for Test 2023-09-25-46-4
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 995087 DEA: 051P5904 EFIS: 0522000086 |
---|---|
DIST-CO-RTE-PM | 05-SCR-1-0.0/5.0 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Cold plane, RHMA-G |
Location Description | Watsonville area, County line to Scenic pullout |
QA Service Level | 1 (Verified on 08/21/2023) |
Sample Information
Sample Taken Date | 09/25/2023 | Sample Unique Key | 46 |
---|---|---|---|
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 | Quality Assurance | A brief description of the sample | PG64-10 SJR |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Other |
First name of sampler or witnessed by | MARCO | Last name of sampler or witnessed by | MONTIEL |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | 2023-09-25-34 | |
The fabricator/manufacturer/facility name | Granit Salinas Batch Plant | 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 64-10 |
---|---|---|---|
Modified | No | Lot number | 1 |
Sublot number | 1 | Tank number | |
Time of sample | HMA Supplier | Granite Salinas Batch Plant | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | 20_1580 |
Test Details
DIME Sample ID: 2023-09-25-46
DIME Test ID: 2023-09-25-46-4
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: 10/03/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 44.434 kPa
Phase Angle (δ) (for the 10 cycles): 64.7 degree
Complex Modulus (G*) (for the 10 measurements): 4421.103 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3997 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 10/4/2023 ✔