Summary for Test 2024-05-10-42-5
Test performed: AASHTO T315-22
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Project Information
| Project Identifiers | Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-0.0/37.2 |
| Award Date | 10/24/2023 |
| Closeout Date | 07/03/2025 |
| Work Description | REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36 |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 05/10/2024 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 05/23/2024 |
| Sample type | Verification | A brief description of the sample | PG 58-34 M 3/4 HMA W/22% RAP |
| The quantity of what the sample constitutes | 2 cans-JMF | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | BW | Last name of sampler or witnessed by | Unknown |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Hat Creek - Ward Lake | Transportation Laboratory (TL) Number | D79524 |
| 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 | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-05-10-42
DIME Test ID: 2024-05-10-42-5
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: 2024-06-03
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: 0.656 kPa
Phase Angle (δ) (for the 10 cycles): 69.5 degree
Complex Modulus (G*) (for the 10 measurements): 6.528 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 6.97 kPa
Stress Amplitude 2: 0.340 kPa
Phase Angle 2 (δ) (for the 10 cycles): 71.6 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 3.378 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 3.56 kPa
Delta at 2.2 kpa: 72.4 degree
General comments (publicly viewable) (Max 1000 characters): RTFO+6
Test was verified on 6/3/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.