Test 2021-08-17-33-2 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 214395
DEA: 103A7204
EFIS: 1013000259
DIST-CO-RTE-PM10-MER-99-20.1/24.3
Work DescriptionPLACE CRCP AND HMA.
Location DescriptionMERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
Sample Information
Sample Taken Date8/17/2021 Sample Unique Key33
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 testing8/27/2021
Sample typeAcceptance A brief description of the sampleTEST 8/17, NO TEST 8/18
The quantity of what the sample constitutes1 CAN From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMARATHON ELK GROVE Transportation Laboratory (TL) Number035059
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number2
Sublot number15 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-17-33
DIME Test ID: 2021-08-17-33-2
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: 2021-09-09
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/02/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.201 kPa
Phase Angle (δ) (for the 10 cycles): 87.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.676 kPa
Test Temperature: 70.0 C
Dynamic Shear, G*/sin(δ): 1.68 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 09/09/2021