Test 2021-04-19-20-4 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 215407
DEA: 043Q9804
EFIS: 0419000291
DIST-CO-RTE-PM04-SON-116-39.3/41.8
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location DescriptionSONOMA COUNTY NEAR PETALUMA FROM LAKEVILLE HIGHWAY TO OLD ADOBE ROAD
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key20
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 testing4/23/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can of 1 From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byTAYLOR
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameSyar Todd Road Drum Transportation Laboratory (TL) Number044843
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 SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-04-19-20
DIME Test ID: 2021-04-19-20-4
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: 2021-04-29
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/29/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 25.575 kPa
Phase Angle (δ) (for the 10 cycles): 52.7 degree
Complex Modulus (G*) (for the 10 measurements): 2557.464 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2034 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 04/29/2021