Test 2021-06-30-9-2 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Sample Information
Sample Taken Date6/30/2021 Sample Unique Key9
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 testing7/2/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byEppie Last name of sampler or witnessed byNot Provided
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Hollwood Transportation Laboratory (TL) Numberc930961
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 number1
Sublot number1 Tank number
Time of sample HMA SupplierTeichert - Hollwood
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-06-30-9
DIME Test ID: 2021-06-30-9-2
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: 2021-07-07
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/06/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.702 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 1.71 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORG

Test was verified on 07/07/2021