Summary for Test 2021-06-13-3-2
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 215237 DEA: 101H4204 EFIS: 1018000166 |
---|---|
DIST-CO-RTE-PM | 10-MER-5-17.0/22.6 |
Award Date | 12/09/2020 |
Closeout Date | 03/02/2022 |
Work Description | RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT. |
Location Description | MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
Sample Taken Date | 06/13/2021 | Sample Unique Key | 3 |
---|---|---|---|
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 | 06/21/2021 |
Sample type | Department Acceptance | A brief description of the sample | ASPHALT BINDER |
The quantity of what the sample constitutes | 1 OF 2 CANS | From where was the sample collected | Source |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | DEHOFF |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | MARATHON ELK GROVE | Transportation Laboratory (TL) Number | 760557 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | TEICHERT VERNALIS | |
Certified Asphalt Supplier | Marathon Petroleum Co. LP - Elk Grove CA | Multigrade | No |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-06-13-3
DIME Test ID: 2021-06-13-3-2
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: 2021-06-29
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/24/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.186 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.549 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.55 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG
Test was verified on 6/29/2021 ✔