Summary for Test 2023-09-22-95-2
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993192 DEA: 024H4404 EFIS: 0218000119 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-0.0/29.9 |
| Award Date | 02/10/2022 |
| Closeout Date | 05/15/2024 |
| Work Description | CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING. |
| Location Description | PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89 |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 09/22/2023 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/20/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Binder | The quantity of what the sample constitutes | 1 of 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | TET |
| Last name of sampler or witnessed by | Sloatermen | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Albina Klamath Falls | |
| Transportation Laboratory (TL) Number | 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 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | 0615 | HMA Supplier | Q&D |
| Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | 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: 2023-09-22-95
DIME Test ID: 2023-09-22-95-2
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: 2023-12-29
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 12/28/2023
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.307 kPa
Phase Angle (δ) (for the 10 cycles): 65.4 degree
Complex Modulus (G*) (for the 10 measurements): 3.055 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.36 kPa
Stress Amplitude 2: 0.172 kPa
Phase Angle 2 (δ) (for the 10 cycles): 66.5 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 1.708 kPa
Test Temperature (Specimen 2): 70.0 C
Dynamic Shear 2, G*/sin(δ): 1.86 kPa
Delta at 2.2 kpa: 66.3 degree
General comments (publicly viewable) (Max 1000 characters): RTFO DELTA @ 2.2
Test was verified on 12/29/2023 ✔