Test 2021-08-08-8-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215075
DEA: 060Q9104
EFIS: 0614000005
DIST-CO-RTE-PM06-TUL-99-19.2/19.8
Work DescriptionBRIDGE DECK AND OUTSIDE GIRDER REPLACEMENT.
Location DescriptionTULARE COUNTY NEAR TIPTON FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF AVENUE 152 OVERCROSSING
Sample Information
Sample Taken Date8/8/2021 Sample Unique Key8
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 testing8/17/2021
Sample typeAcceptance A brief description of the samplePG64-10
The quantity of what the sample constitutes1 of 1 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byB Last name of sampler or witnessed byLathan
Title of samplerLab tech Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Numberc056253
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 SupplierGranite Coalinga
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-08-8
DIME Test ID: 2021-08-08-8-4
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: 2021-08-30
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/24/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 49.633 kPa
Phase Angle (δ) (for the 10 cycles): 66.6 degree
Complex Modulus (G*) (for the 10 measurements): 4962.931 kPa
Test Temperature: 31.0 C
(G*) x sin(δ)=: 4555 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications PAV

Test was verified on 08/30/2021