Test 2021-08-23-19-9 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215554
DEA: 061A9004
EFIS: 0621000018
DIST-CO-RTE-PM06-KER-5-4.4/R15.8
Work DescriptionCOLD PLANE & PLACE HMA & INDIVIDUAL SLAB REPLACEMENT.
Location DescriptionKERN COUNTY AT GRAPEVINE FROM 0.4 MILE NORTH OF LEBEC ROAD OVERCROSSING TO ROUTES 5/99 SEPARATION
Sample Information
Sample Taken Date8/23/2021 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 testing8/31/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder PG 70-10
The quantity of what the sample constitutes1 can From where was the sample collectedJob Site
First name of sampler or witnessed byIsidro Last name of sampler or witnessed byPerez
Title of samplerRE Laboratory sample identification
The fabricator/manufacturer/facility nameSan Joaquin Refinery, Bakersfield, CA Transportation Laboratory (TL) Number772216
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number1
Sublot number4 Tank number32001
Time of sample HMA SupplierVulcan Materials
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-23-19
DIME Test ID: 2021-08-23-19-9
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: 2021-09-14
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/09/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 53.239 kPa
Phase Angle (δ) (for the 10 cycles): 61.5 degree
Complex Modulus (G*) (for the 10 measurements): 5323.948 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 4679 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV+3

Test was verified on 09/14/2021