Test 2020-10-29-21-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215563
Permit Numbers: 10196MC0162
DIST-CO-RTE-PM10---30.828
Work DescriptionTo widen Beckman Road by adding a continuous left turn lane.
Location DescriptionSR 99, Lodi
Sample Information
Sample Taken Date10/29/2020 Sample Unique Key21
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 testing3/9/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1-1 From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility namePacific Northwest Oil Transportation Laboratory (TL) Number034781
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierKnife River Vernalis
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-10-29-21
DIME Test ID: 2020-10-29-21-4
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: 2021-03-12
Test Results

Phase: RTFO residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/12/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.341 kPa
Phase Angle (δ) (for the 10 cycles): 83.8 degree
Complex Modulus (G*) (for the 10 measurements): 3.410 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 3.43 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications RTFO

Test was verified on 03/12/2021