Test 2021-07-19-19-1 (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 Date7/19/2021 Sample Unique Key19
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 testing7/23/2021
Sample typeAcceptance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
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 nameGranite - Colinga Transportation Laboratory (TL) Numberc039904
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 number19 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: 2021-07-19-19
DIME Test ID: 2021-07-19-19-1
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: 2021-07-28
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/26/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.173 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.439 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications Original DSR

Test was verified on 07/28/2021