Test 2021-05-12-14-1 (AASHTO T315-16) 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 Date5/12/2021 Sample Unique Key14
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 testing5/14/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSupplier
First name of sampler or witnessed byNOT Last name of sampler or witnessed byPROVIDED
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC741868
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 TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-12-14
DIME Test ID: 2021-05-12-14-1
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: 2021-06-01
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/28/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.798 kPa
Phase Angle (δ) (for the 10 cycles): 50.1 degree
Complex Modulus (G*) (for the 10 measurements): 4179.215 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 3206 kPa
General comments (publicly viewable) (Max 1000 characters): PAVas per 2018 standard specs

Test was verified on 06/01/2021