Summary for Test 2021-06-22-48-4

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 213762
DEA: 032F3404
EFIS: 0300020616
DIST-CO-RTE-PM03-PLA-49-3.1/7.5
Award Date02/28/2019
Closeout Date05/11/2022
Work DescriptionWIDEN SHOULDERS, ADD RETAINING WALLS, REPLACE MBGR, CURBS & ELECTRICAL
Location DescriptionPLACER COUNTY IN AND NEAR AUBURN FROM 0.1 MILE SOUTH OF ROUTE 49/80 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date06/22/2021 Sample Unique Key48
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 sampleAsphalt Rubber Binder
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byJarrod Last name of sampler or witnessed byna
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC - Hollwood Transportation Laboratory (TL) Numberc930952
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 number1
Sublot number23 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: 2021-06-22-48
DIME Test ID: 2021-06-22-48-4
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: 2021-08-11

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
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: 24.086 kPa
Phase Angle (δ) (for the 10 cycles): 53.2 degree
Complex Modulus (G*) (for the 10 measurements): 2408.308 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1928 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 8/11/2021