Summary for Test 2021-07-14-22-2

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 Date07/14/2021 Sample Unique Key22
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) Number597105
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 number8 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: 2021-07-14-22
DIME Test ID: 2021-07-14-22-2
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: 2021-08-04

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 08/01/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.178 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.487 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.49 kPa
General comments (publicly viewable) (Max 1000 characters): 2018 Standard Specifications OG

Test was verified on 8/4/2021