Test 2021-09-15-41-1 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215638
DEA: 09387904
DIST-CO-RTE-PM09-INY-190-111.6/126.1
Work DescriptionPLACE HMA OVER EXISTING PAVEMENT.
Location DescriptionINYO COUNTY NEAR FURNACE CREEK FROM 0.1 MILE WEST OF BAD WATER ROAD TO 3.6 MILES EAST OF DANTE'S VIEW ROAD
Sample Information
Sample Taken Date9/15/2021 Sample Unique Key41
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 testing10/1/2021
Sample typeAcceptance A brief description of the sampleErgon 70-10
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byW Last name of sampler or witnessed byF
Title of samplerPlant oiler Laboratory sample identification
The fabricator/manufacturer/facility nameErgon Transportation Laboratory (TL) Numberc993084
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierErgon Asphalt & Emulsions Incorporated - Las Vegas NV MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-09-15-41
DIME Test ID: 2021-09-15-41-1
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: 2021-10-22
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/06/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.140 kPa
Phase Angle (δ) (for the 10 cycles): 87.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.163 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.16 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORG

Test was verified on 10/22/2021