Test 2021-09-01-53-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 212496
DEA: 024E4504
EFIS: 0200020286
DIST-CO-RTE-PM02-LAS,MOD-139,299-VAR
Work DescriptionPLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS.
Location DescriptionLASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87
Sample Information
Sample Taken Date9/1/2021 Sample Unique Key53
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 testing9/30/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byE Last name of sampler or witnessed byChavez
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Numberc848961
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA SupplierHat Creek - Shaw Pit Facility
Asphalt Binder SupplierAlbina Asphalt - Klamath Falls Plant - Klamath Falls OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-09-01-53
DIME Test ID: 2021-09-01-53-4
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: 2021-10-11
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/07/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 30.078 kPa
Phase Angle (δ) (for the 10 cycles): 43.8 degree
Complex Modulus (G*) (for the 10 measurements): 3007.888 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2082 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV

Test was verified on 10/11/2021