Test 2021-09-08-7-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215161
DEA: 010C5704
EFIS: 0113000009
DIST-CO-RTE-PM01-HUM-101-69.8/75.2
Work DescriptionPLACE RHMA-G, HMA AND CONCRETE BARRIER.
Location DescriptionHUMBOLDT COUNTY IN AND NEAR EUREKA FROM 0.8 MILE SOUTH OF TOMPKINS HILL ROAD OVERHEAD TO 0.4 MILE NORTH OF HERRICK AVENUE OVERCROSSING
Sample Information
Sample Taken Date9/8/2021 Sample Unique Key7
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 testing9/13/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byAtturo
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMercer Fraser Plant B Transportation Laboratory (TL) Numberc972624
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 number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-09-08-7
DIME Test ID: 2021-09-08-7-4
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: 2021-09-24
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/22/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 31.427 kPa
Phase Angle (δ) (for the 10 cycles): 48.1 degree
Complex Modulus (G*) (for the 10 measurements): 3142.342 kPa
Test Temperature (Specimen 1): 25.0 C
(G*) x sin(δ)=: 2339 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 09/24/2021