Test 2020-11-02-11-5 (AASHTO T315-16) 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 Date11/2/2020 Sample Unique Key11
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 testing11/6/2020
Sample typeAcceptance A brief description of the sampleAB PG 64-16 #1 Test, #2(779009)
The quantity of what the sample constitutes2 Cans each 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 Transportation Laboratory (TL) Number779008
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 number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2020-11-02-11
DIME Test ID: 2020-11-02-11-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-11-12
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 11/12/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.862 kPa
Phase Angle (δ) (for the 10 cycles): 48.2 degree
Complex Modulus (G*) (for the 10 measurements): 3285.823 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2450 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications

Test was verified on 11/12/2020