Summary for Test 2023-10-03-53-6
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994845 DEA: 061E6104 EFIS: 0622000068 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63-2.0/4.0 |
| Award Date | 04/06/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN TULARE COUNTY NEAR VISALIA FROM EAST CARTMILL AVENUE TO AVENUE 264 |
| Location Description | In District 06 On Route 63 |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | 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 | 10/10/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PG 64-16 |
| The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | JEEF | Last name of sampler or witnessed by | Unknown |
| Title of sampler | QC | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | deer creek asphalt | Transportation Laboratory (TL) Number | 056435 |
| 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 | OIL TANK | |
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-10-03-53
DIME Test ID: 2023-10-03-53-6
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: 2023-10-17
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 10/12/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 69.393 kPa
Phase Angle (δ) (for the 10 cycles): 58.1 degree
Complex Modulus (G*) (for the 10 measurements): 6904.511 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 5862 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2023 ✔