Test 2020-07-20-36-13 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date7/20/2020 Sample Unique Key36
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 testing12/3/2020
Sample typeAcceptance A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes750 From where was the sample collectedSource
First name of sampler or witnessed byBRUCE Last name of sampler or witnessed byF.
Title of sampler Consultant tester Laboratory sample identification
The fabricator/manufacturer/facility nameDessert Creek Transportation Laboratory (TL) Number993219
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-07-20-36
DIME Test ID: 2020-07-20-36-13
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: 2020-12-08
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/08/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 24.077 kPa
Phase Angle (δ) (for the 10 cycles): 46.8 degree
Complex Modulus (G*) (for the 10 measurements): 2407.715 kPa
Test Temperature: 16.0 C
(G*) x sin(δ)=: 1755 kPa
General comments (publicly viewable) (Max 1000 characters): Per Cal Trans 2018 Standards and Specifications

Test was verified on 12/08/2020