Test 2021-07-14-17-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215607
DEA: 061C6504
EFIS: 0621000099
DIST-CO-RTE-PM06-FRE-41-R0.5/M5.9
Work DescriptionRESURFACE AC PAVEMENT AND INSTALL MEDIAN TYPE K CONCRETE BARRIER.
Location DescriptionFRESNO COUNTY ABOUT 6 MILES NORTH OF LEMOORE FROM 0.5 MILE NORTH OF EXCELSIOR AVENUE UNDERCROSSING TO 0.2 MILE SOUTH OF ELKHORN AVENUE
Sample Information
Sample Taken Date7/14/2021 Sample Unique Key17
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 testing7/20/2021
Sample typeAcceptance A brief description of the sampleBINDER 64-16
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedSource
First name of sampler or witnessed byRick Last name of sampler or witnessed byGranite Tech
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc Transportation Laboratory (TL) Number039894
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 number2
Sublot number10 Tank number
Time of sample HMA SupplierGranite Coalinga
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-14-17
DIME Test ID: 2021-07-14-17-4
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: 2021-07-27
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 07/23/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 68.555 kPa
Phase Angle (δ) (for the 10 cycles): 58.1 degree
Complex Modulus (G*) (for the 10 measurements): 6854.699 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 5819 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 07/27/2021