Test 2021-05-19-26-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215596
DEA: 061C1604
EFIS: 0621000103
DIST-CO-RTE-PM06-MAD-99-1.5/7.4
Work DescriptionRemove and replace failed pavement on the number 2 lane on both the N and S directions.
Location DescriptionNot set
Sample Information
Sample Taken Date5/19/2021 Sample Unique Key26
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 testing5/26/2021
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 byBrandon Last name of sampler or witnessed byVulcan Tech
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Materials - Madera Transportation Laboratory (TL) Numberc039623
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 number1
Sublot number6 Tank number
Time of sample HMA SupplierVulcan Materials - Madera
Asphalt Binder SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-05-19-26
DIME Test ID: 2021-05-19-26-4
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: 2021-07-14
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/12/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.992 kPa
Phase Angle (δ) (for the 10 cycles): 56.8 degree
Complex Modulus (G*) (for the 10 measurements): 5099.235 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4267 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 07/14/2021