Summary for Test 2022-06-20-47-1
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 | 06/20/2022 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/07/2022 | Sample type | Department Acceptance |
| A brief description of the sample | PG58-34M | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Delgado | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | PNAC LLC, Marathon Petroleum | |
| Transportation Laboratory (TL) Number | 896413 | 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 | PNAC LLC - Fernley NV | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2022-06-20-47
DIME Test ID: 2022-06-20-47-1
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: 2022-07-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/21/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.159 kPa
Phase Angle (δ) (for the 10 cycles): 68.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.323 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.43 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/28/2022 ✔