Test 2021-06-16-16-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 214618
DEA: 033F99U4
EFIS: 0319000311
DIST-CO-RTE-PM03-SUT-99-39.2/41.4
Work DescriptionWIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location DescriptionSUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
Sample Information
Sample Taken Date6/16/2021 Sample Unique Key16
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 testing6/21/2021
Sample typeAcceptance A brief description of the samplePG58-22
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero Benicia Transportation Laboratory (TL) Number706335
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 SupplierDeSilva Gates
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-06-16-16
DIME Test ID: 2021-06-16-16-4
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: 2021-07-15
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/14/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 56.804 kPa
Phase Angle (δ) (for the 10 cycles): 46.4 degree
Complex Modulus (G*) (for the 10 measurements): 5679.409 kPa
Test Temperature: 22.0 C
(G*) x sin(δ)=: 4113 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 07/15/2021