Summary for Test 2024-04-19-16-2
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 | 04/19/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/23/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 1 can of PG 64-16 binder |
| The quantity of what the sample constitutes | 1 can of 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 | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | 24-051 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer Fraser Boyd Road | Transportation Laboratory (TL) Number | 827380 |
| 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 | 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
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DIME Sample ID: 2024-04-19-16
DIME Test ID: 2024-04-19-16-2
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: 2024-04-30
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 04/25/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.311 kPa
Phase Angle (δ) (for the 10 cycles): 83.7 degree
Complex Modulus (G*) (for the 10 measurements): 3.090 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.11 kPa
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 4/30/2024 ✔