Summary for Test 2021-06-24-14-2

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215092
DEA: 101C0404
EFIS: 1017000034
DIST-CO-RTE-PM10-MPA-49-0.3/18.5
Award Date10/01/2020
Closeout Date06/27/2022
Work DescriptionCOLD PLANE, PLACE HMA AND REPLACE RAILING AND OVERSIDE DRAINS.
Location DescriptionMARIPOSA COUNTY IN AND NEAR MARIPOSA FROM MADERA COUNTY LINE TO SOUTH JUNCTION ROUTE 140
QA Service Level1 (Verified on 08/20/2020)

Sample Information

Sample Taken Date06/24/2021 Sample Unique Key14
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 testing07/02/2021
Sample typeAcceptance A brief description of the sampleASPHALT BINDER
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byA Last name of sampler or witnessed byZ
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMARATHON ELK GROVE Transportation Laboratory (TL) Numberc034207
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierTeichert - Santa Fe Winton
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-06-24-14
DIME Test ID: 2021-06-24-14-2
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: 2021-07-09

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/06/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.223 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.857 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.86 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORG

Test was verified on 7/9/2021