Summary for Test 2024-04-02-10-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 04/02/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/04/2024 | Sample type | Department Acceptance |
| A brief description of the sample | 1 can PG 64-16 | The quantity of what the sample constitutes | 1 can binder |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ben |
| Last name of sampler or witnessed by | Reeves | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Valero - Benicia | |
| Transportation Laboratory (TL) Number | 24-042 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | 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 | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2024-04-02-10
DIME Test ID: 2024-04-02-10-3
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: 2024-04-10
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/09/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 39.797 kPa
Phase Angle (δ) (for the 10 cycles): 47.6 degree
Complex Modulus (G*) (for the 10 measurements): 3959.701 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2924 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 4/10/2024 ✔