Test 2021-05-10-25-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 214227
DEA: 100Q1214
EFIS: 1014000167
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Work DescriptionPLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
Sample Information
Sample Taken Date5/10/2021 Sample Unique Key25
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 testing5/21/2021
Sample typeAcceptance A brief description of the samplePG64-10
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byAdam Last name of sampler or witnessed byZ
Title of samplerARE Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert - Santa Fe Winton Transportation Laboratory (TL) Numberc994286
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 number1
Sublot number1 Tank number
Time of sample HMA SupplierTeichert - Santa Fe Winton
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-10-25
DIME Test ID: 2021-05-10-25-4
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: 2021-05-27
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 34.535 kPa
Phase Angle (δ) (for the 10 cycles): 50.3 degree
Complex Modulus (G*) (for the 10 measurements): 3453.103 kPa
Test Temperature: 31.0 C
(G*) x sin(δ)=: 2657 kPa
General comments (publicly viewable) (Max 1000 characters): PAVas per 2018 standard specs

Test was verified on 05/27/2021