Test 2021-02-16-23-3 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 214515
DEA: 024F6004
EFIS: 0213000012
DIST-CO-RTE-PM02-SIS,TRI-36,96,299-VAR
Work DescriptionBRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location DescriptionSISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date2/16/2021 Sample Unique Key23
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 testing3/2/2021
Sample typeAcceptance A brief description of the sampleTEST Asphalt Binder - JFM
The quantity of what the sample constitutes2 of 2 cans From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia Transportation Laboratory (TL) Number815632
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-02-16-23
DIME Test ID: 2021-02-16-23-3
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: 2021-03-12
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/04/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.477 kPa
Phase Angle (δ) (for the 10 cycles): 66.0 degree
Complex Modulus (G*) (for the 10 measurements): 3.975 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 4.35 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications ORIG

Test was verified on 03/12/2021