Summary for Test 2024-05-13-87-6
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-25.2/38.6 |
| Award Date | 10/13/2023 |
| Closeout Date | 06/12/2025 |
| Work Description | HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL. |
| Location Description | SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING |
| QA Service Level | 1 (Verified on 02/27/2019) |
Sample Information
| Sample Taken Date | 05/13/2024 | Sample Unique Key | 87 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/23/2024 | Sample type | Quality Assurance |
| A brief description of the sample | JMF, PG58-34M 3/4 HMA W/20.8%RAP | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Terry |
| Last name of sampler or witnessed by | McGrath | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Albina - Klamath Falls, OR | |
| Transportation Laboratory (TL) Number | D799684 | 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 | JF SHEA FAWNDALE | |
| 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: 2024-05-13-87
DIME Test ID: 2024-05-13-87-6
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: 2024-05-30
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 05/28/2024
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.402 kPa
Phase Angle (δ) (for the 10 cycles): 77.6 degree
Complex Modulus (G*) (for the 10 measurements): 3.996 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 4.09 kPa
Stress Amplitude 2: 0.196 kPa
Phase Angle 2 (δ) (for the 10 cycles): 79.9 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 1.946 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 1.98 kPa
Delta at 2.2 kpa: 79.7 degree
General comments (publicly viewable) (Max 1000 characters): RTFO+6
Test was verified on 5/30/2024 ✔