Test 2021-07-07-25-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215483
DEA: 022J0004
EFIS: 0221000017
DIST-CO-RTE-PM02-PLU-49-0.0/7.5
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionPLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Sample Information
Sample Taken Date7/7/2021 Sample Unique Key25
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 testing8/4/2021
Sample typeAcceptance A brief description of the samplebinder
The quantity of what the sample constitutes2 cans, Test, From where was the sample collectedSource
First name of sampler or witnessed byMatthew Last name of sampler or witnessed byFenn
Title of samplerConsultant Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number996939
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-10
Modified Lot number
Sublot number 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: 2021-07-07-25
DIME Test ID: 2021-07-07-25-4
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: 2021-08-12
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/11/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 19.861 kPa
Phase Angle (δ) (for the 10 cycles): 53.7 degree
Complex Modulus (G*) (for the 10 measurements): 1985.870 kPa
Test Temperature: 31.0 C
(G*) x sin(δ)=: 1600 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 08/12/2021