Test 2021-08-06-17-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215465
DEA: 061A8804
EFIS: 0620000178
DIST-CO-RTE-PM06-FRE-145-0.0/6.0
Work DescriptionCOLD PLANE AC PAVEMENT AND RESURFACE ROADWAY WITH HMA AND RHMA.
Location DescriptionFRESNO COUNTY NEAR FIVE POINTS FROM ROUTE 145/5 SEPARATION TO COLUSA AVENUE.
Sample Information
Sample Taken Date8/6/2021 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 testing8/11/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byRick Last name of sampler or witnessed by_
Title of samplerGranite Tech Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery Transportation Laboratory (TL) Number039920
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number32001
Time of sample1:34AM HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-06-17
DIME Test ID: 2021-08-06-17-4
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: 2021-08-25
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/18/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 49.387 kPa
Phase Angle (δ) (for the 10 cycles): 60.3 degree
Complex Modulus (G*) (for the 10 measurements): 4938.713 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 4290 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 08/25/2021