Summary for Test 2021-07-18-7-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215237
DEA: 101H4204
EFIS: 1018000166
DIST-CO-RTE-PM10-MER-5-17.0/22.6
Award Date12/09/2020
Closeout Date03/02/2022
Work DescriptionRESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location DescriptionMERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date07/18/2021 Sample Unique Key7
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 testing07/26/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 OF 2 CANS From where was the sample collectedSource
First name of sampler or witnessed byAdam 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) Number034104
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierTeichert
Certified Asphalt SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-18-7
DIME Test ID: 2021-07-18-7-4
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: 2021-08-04

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/04/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 47.245 kPa
Phase Angle (δ) (for the 10 cycles): 50.2 degree
Complex Modulus (G*) (for the 10 measurements): 4724.566 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3630 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 8/4/2021