Test 2021-07-13-24-2 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215600
DEA: 010H4604
EFIS: 0117000226
DIST-CO-RTE-PM01-LAK-175-0.2/0.4
Work DescriptionROADWAY EXCAVATION WITH CLASS 2 AGGREGATE BASE AND HMA (TYPE A).
Location DescriptionLAKE COUNTY ABOUT 10 MILES EAST OF HOPLAND FROM 0.2 MILE EAST OF THE MENDOCINO COUNTY LINE TO 0.4 MILE EAST OF THE MENDOCINO COUNTY LINE
Sample Information
Sample Taken Date7/13/2021 Sample Unique Key24
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 testing7/26/2021
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byP Last name of sampler or witnessed byDolby
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number934709
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo 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: 2021-07-13-24
DIME Test ID: 2021-07-13-24-2
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: Original binder
Input Type: Measured
Tester's full name: EG
Date of test: 08/04/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.237 kPa
Phase Angle (δ) (for the 10 cycles): 84.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.973 kPa
Test Temperature: 58.0 C
Dynamic Shear, G*/sin(δ): 1.98 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications OG

Test was verified on 08/12/2021