Test 2021-05-19-11-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215321
DEA: 060U1004
EFIS: 0615000211
DIST-CO-RTE-PM06-KER-43,119-0.1/9.3,18.2/19.7
Work DescriptionCOLD IN PLACE RECYCLING AND RESURFACING EXISTING ROADWAY WITH RHMA.
Location DescriptionKERN COUNTY NEAR BAKERSFIELD ON ROUTE 43 FROM ROUTE 119 TO 0.1 MILE NORTH OF ROUTE 58-MCKITTRICK HIGHWAY AND ON ROUTE 119 FROM ROUTE 43 TO ROUTE 119/5 SEPARATION
Sample Information
Sample Taken Date5/19/2021 Sample Unique Key11
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 testing5/21/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byNOT Last name of sampler or witnessed byPROVIDED
Title of samplerGranite QC Technician Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Bakersfield Transportation Laboratory (TL) Numberc771001
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 number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-19-11
DIME Test ID: 2021-05-19-11-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-06-01
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/28/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.756 kPa
Phase Angle (δ) (for the 10 cycles): 58.5 degree
Complex Modulus (G*) (for the 10 measurements): 3174.982 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2707 kPa
General comments (publicly viewable) (Max 1000 characters): PAVas per 2018 standard specs

Test was verified on 06/01/2021