Test 2021-08-19-65-3 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215572
DEA: 032G1104
EFIS: 0320000230
DIST-CO-RTE-PM03-GLE-162-66.6/76.3
Work DescriptionPLACE RHMA AND COLD IN-PLACE RECYCLE.
Location DescriptionGLENN COUNTY IN AND NEAR WILLOWS FROM 0.2 MILE EAST OF N SHASTA STREET TO 1.0 MILE EAST OF ROAD X
Sample Information
Sample Taken Date8/19/2021 Sample Unique Key65
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 testing10/1/2021
Sample typeAcceptance A brief description of the sample64-16
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byM
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameKRC Orland Transportation Laboratory (TL) Numberc779899
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number11 Tank number
Time of sample HMA SupplierKRC Orland
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-19-65
DIME Test ID: 2021-08-19-65-3
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: 2021-10-11
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/06/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 42.105 kPa
Phase Angle (δ) (for the 10 cycles): 51.9 degree
Complex Modulus (G*) (for the 10 measurements): 4209.887 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3313 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 10/11/2021