Test 2021-06-07-16-2 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 212324
DEA: 033F5104
EFIS: 0313000020
DIST-CO-RTE-PM03-YUB-20-R18.1/R20.1
Work DescriptionConstruct bridge, realign curve & widen shoulders.
Location DescriptionConstruction on state highway in Yuba County near Smartsville from the Yuba River Bridge to 0.3 mile east of Smartsville Road.
Sample Information
Sample Taken Date6/7/2021 Sample Unique Key16
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 testing6/14/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes2 Cans From where was the sample collectedSource
First name of sampler or witnessed byNot Provided Last name of sampler or witnessed byNot Provided
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number741874
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number1 Tank number2
Time of sample HMA SupplierTeichert Hallwood
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-06-07-16
DIME Test ID: 2021-06-07-16-2
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: 2021-06-17
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/15/2021
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): 87.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.322 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORIG

Test was verified on 06/17/2021