Test 2021-08-15-9-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215500
DEA: 101J1904
EFIS: 1018000132
DIST-CO-RTE-PM10-MER-140-37.4/44.8
Work DescriptionCOLD IN-PLACE RECYCLING AND RESURFACE PAVEMENT WITH HMA.
Location DescriptionMERCED COUNTY IN AND NEAR MERCED FROM SANTA FE AVENUE TO HAYDEN ROAD
Sample Information
Sample Taken Date8/15/2021 Sample Unique Key9
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 testing8/25/2021
Sample typeAcceptance A brief description of the samplePG64-28M
The quantity of what the sample constitutes1 of 2 cans From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byCozad
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameMarathon Transportation Laboratory (TL) Number034273
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 number1
Sublot number3 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: 2021-08-15-9
DIME Test ID: 2021-08-15-9-4
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: 2021-09-03
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/02/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 55.240 kPa
Phase Angle (δ) (for the 10 cycles): 46.9 degree
Complex Modulus (G*) (for the 10 measurements): 5522.886 kPa
Test Temperature: 22.0 C
(G*) x sin(δ)=: 4033 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 09/03/2021