Summary for Test 2024-07-24-37-4
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 1000088 DEA: 024J8104 EFIS: 0223000076 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-32-20.0/R24.8 |
| Award Date | 04/16/2024 |
| Closeout Date | 06/16/2025 |
| Work Description | PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING. |
| Location Description | TEHAMA COUNTY ABOUT 33 MILES EAST OF FOREST RANCH FROM 0.5 MILE WEST OF SLATE CREEK BRIDGE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 07/24/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 07/26/2024 |
| Sample type | Production Start-Up | A brief description of the sample | PSE |
| The quantity of what the sample constitutes | 2 CANS | From where was the sample collected | Source |
| First name of sampler or witnessed by | JOE | Last name of sampler or witnessed by | MISHOE |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Albina Asphalt - Klamath FAlls, OR | Transportation Laboratory (TL) Number | C875707 |
| 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 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
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DIME Sample ID: 2024-07-24-37
DIME Test ID: 2024-07-24-37-4
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: 2024-08-05
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 08/01/2024
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.591 kPa
Phase Angle (δ) (for the 10 cycles): 56.3 degree
Complex Modulus (G*) (for the 10 measurements): 5.880 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 7.07 kPa
Stress Amplitude 2: 0.349 kPa
Phase Angle 2 (δ) (for the 10 cycles): 57.4 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 3.468 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 4.12 kPa
Delta at 2.2 kpa: 58.1 degree
General comments (publicly viewable) (Max 1000 characters): RTFO +6C
Test was verified on 8/5/2024 ✔