Summary for Test 2021-07-12-43-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 214426
DEA: 030A5704
EFIS: 0300020593
DIST-CO-RTE-PM03-YUB-20-13.3/R18.2
Award Date01/02/2020
Closeout DateNot set
Work DescriptionBrowns Valley Rehab: CONSTRUCT BRIDGE, REALIGN CURVE, WIDEN SHOULDERS AND CULVERT WORK.
Location DescriptionYUBA COUNTY FROM MARYSVILLE ROAD TO THE YUBA RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date07/12/2021 Sample Unique Key43
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 samplePG 64-16 Marathon
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byTravis Last name of sampler or witnessed by-
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert - Hallwood Plant Transportation Laboratory (TL) Number597106
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 number6
Sublot number5 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: 2021-07-12-43
DIME Test ID: 2021-07-12-43-4
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: 2021-08-10

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/03/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 34.933 kPa
Phase Angle (δ) (for the 10 cycles): 49.0 degree
Complex Modulus (G*) (for the 10 measurements): 3493.296 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2636 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 8/10/2021