Test 2021-08-27-37-3 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
Sample Information
Sample Taken Date8/27/2021 Sample Unique Key37
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 testing10/7/2021
Sample typeAcceptance A brief description of the samplePG 64-16 Marathon
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byTravis Last name of sampler or witnessed by-
Title of samplerUnknown Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert - Hallwood Plant Transportation Laboratory (TL) Number597755
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 number7
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-27-37
DIME Test ID: 2021-08-27-37-3
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: 2021-10-22
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: eva torres
Date of test: 10/14/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.295 kPa
Phase Angle (δ) (for the 10 cycles): 53.1 degree
Complex Modulus (G*) (for the 10 measurements): 3128.909 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2502 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications PAV

Test was verified on 10/22/2021