Test 2021-06-22-24-4 (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 Date6/22/2021 Sample Unique Key24
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 testing6/25/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJose Last name of sampler or witnessed byN/A
Title of samplerGranite Tech Laboratory sample identification
The fabricator/manufacturer/facility nameGranite - Coalinga Transportation Laboratory (TL) Numberc040388
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 SupplierGranite - Coalinga
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-06-22-24
DIME Test ID: 2021-06-22-24-4
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: 2021-07-01
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/30/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 45.170 kPa
Phase Angle (δ) (for the 10 cycles): 59.0 degree
Complex Modulus (G*) (for the 10 measurements): 4517.011 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3872 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 07/01/2021