Summary for Test 2021-08-15-9-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215500
DEA: 101J1904
EFIS: 1018000132
DIST-CO-RTE-PM10-MER-140-37.4/44.8
Award Date04/12/2021
Closeout Date03/23/2022
Work DescriptionCOLD IN-PLACE RECYCLING AND RESURFACE PAVEMENT WITH HMA.
Location DescriptionMERCED COUNTY IN AND NEAR MERCED FROM SANTA FE AVENUE TO HAYDEN ROAD
QA Service Level1 (Verified on 03/23/2021)

Sample Information

Sample Taken Date08/15/2021 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 testing08/25/2021
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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
Certified Asphalt SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-08-15-9
DIME Test ID: 2021-08-15-9-2
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: 2021-09-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/01/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.276 kPa
Phase Angle (δ) (for the 10 cycles): 73.0 degree
Complex Modulus (G*) (for the 10 measurements): 2.304 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.41 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications OG

Test was verified on 9/3/2021