Summary for Test 2022-06-23-70-2
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 214685 DEA: 024E46U4 EFIS: 0216000122 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-6.0/14.6 |
| Award Date | 05/08/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK. |
| Location Description | LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
| Sample Taken Date | 06/23/2022 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/29/2022 |
| Sample type | Department Acceptance | A brief description of the sample | PG58-34M PROJECT BINDER |
| The quantity of what the sample constitutes | 1 OF 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | SEE | Last name of sampler or witnessed by | TL101 |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | MARATHON // PNAC | Transportation Laboratory (TL) Number | C896418 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 | PNAC LLC - Fernley NV | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-06-23-70
DIME Test ID: 2022-06-23-70-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-08-16
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/08/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.302 kPa
Phase Angle (δ) (for the 10 cycles): 63.3 degree
Complex Modulus (G*) (for the 10 measurements): 3.016 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 3.38 kPa
Stress Amplitude 2: 0.171 kPa
Phase Angle 2 (δ) (for the 10 cycles): 64.2 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 1.705 kPa
Test Temperature (Specimen 2): 64.0 C
Dynamic Shear 2, G*/sin(δ): 1.89 kPa
Delta at 2.2 kpa: 64.0 degree
General comments (publicly viewable) (Max 1000 characters): RTFO
Test was verified on 8/16/2022 ✔