Test 2021-06-22-48-2 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 213762
DEA: 032F3404
EFIS: 0300020616
DIST-CO-RTE-PM03-PLA-49-3.1/7.5
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
Sample Information
Sample Taken Date6/22/2021 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 testing7/26/2021
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 Laboratory sample identification
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: 2021-06-22-48-2
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: 2021-08-11
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: EG
Date of test: 08/03/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.193 kPa
Phase Angle (δ) (for the 10 cycles): 87.1 degree
Complex Modulus (G*) (for the 10 measurements): 1.610 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.61 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications OG

Test was verified on 08/11/2021