Test 2021-06-16-36-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215250
DEA: 021J4404
EFIS: 0220000079
DIST-CO-RTE-PM02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5
Work DescriptionASPHALT RUBBER CHIP SEAL.
Location DescriptionMODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE
Sample Information
Sample Taken Date6/16/2021 Sample Unique Key36
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 testing6/24/2021
Sample typeAcceptance A brief description of the samplePG64-28M
The quantity of what the sample constitutes2 cans From where was the sample collectedSource
First name of sampler or witnessed byC Last name of sampler or witnessed byB
Title of samplerTET Laboratory sample identification
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Number768795
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-06-16-36
DIME Test ID: 2021-06-16-36-4
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: HT
Date of test: 08/09/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 26.280 kPa
Phase Angle (δ) (for the 10 cycles): 46.4 degree
Complex Modulus (G*) (for the 10 measurements): 2627.376 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 1903 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 08/11/2021