Summary for Test 2021-04-05-17-6

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214395
DEA: 103A7204
EFIS: 1013000259
DIST-CO-RTE-PM10-MER-99-20.1/24.3
Award Date12/12/2019
Closeout DateNot set
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
QA Service Level1 (Verified on 09/13/2019)

Sample Information

Sample Taken Date04/05/2021 Sample Unique Key17
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 testing04/21/2021
Sample typeAcceptance A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 out of 2 From where was the sample collectedSupplier
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 nameSanta fe, Winton hma Transportation Laboratory (TL) Numberc034089
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 SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID

Test Details

DIME Sample ID: 2021-04-05-17
DIME Test ID: 2021-04-05-17-6
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-04-29

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/28/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.301 kPa
Phase Angle (δ) (for the 10 cycles): 46.8 degree
Complex Modulus (G*) (for the 10 measurements): 5029.312 kPa
Test Temperature (Specimen 1): 37.0 C
(G*) x sin(δ)=: 3666 kPa
General comments (publicly viewable) (Max 1000 characters): PAV+3

Test was verified on 4/29/2021