Summary for Test 2020-10-06-21-4
Test performed: AASHTO T315-16Project 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 | 10/06/2020 | Sample Unique Key | 21 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2020 | Sample type | Department Acceptance |
| A brief description of the sample | Asphalt Binder PG 58-34M | The quantity of what the sample constitutes | #11 Test, NO Test #12(896942), #13(897034) |
| From where was the sample collected | Source | First name of sampler or witnessed by | CGI |
| Last name of sampler or witnessed by | CGI | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Marathon | |
| Transportation Laboratory (TL) Number | 896941 | 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 | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | 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: 2020-10-06-21
DIME Test ID: 2020-10-06-21-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-10-16
Test Results
Phase: RTFO residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 10/16/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.256 kPa
Phase Angle (δ) (for the 10 cycles): 60.4 degree
Complex Modulus (G*) (for the 10 measurements): 2.565 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.95 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 10/16/2020 ✔