Test 2021-01-11-11-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 209520
DEA: 06470904
EFIS: 0600000973
COOP: 061529
DIST-CO-RTE-PM06-MAD-99-R7.5/15.1
Work DescriptionWIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location DescriptionMADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
Sample Information
Sample Taken Date1/11/2021 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 testing1/22/2021
Sample typeAcceptance A brief description of the sampleProject Sample
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byJose Last name of sampler or witnessed byL
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVULCAN MATERIALS MADERA Transportation Laboratory (TL) NumberC039626
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 number
Sublot number Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
HMA Design ID
Test Details
DIME Sample ID: 2021-01-11-11
DIME Test ID: 2021-01-11-11-5
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: 2021-01-27
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 01/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.416 kPa
Phase Angle (δ) (for the 10 cycles): 61.9 degree
Complex Modulus (G*) (for the 10 measurements): 5041.604 kPa
Test Temperature: 34.0 C
(G*) x sin(δ)=: 4447 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 01/27/2021