Summary for Test 2022-03-09-19-6

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 55556
DEA: OCR
EFIS: OCR
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Oregon Corp. Research.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/09/2022 Sample Unique Key19
Date that the sample was received by the laboratory/organization performing the testing03/21/2022 Sample typeVerification
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes1 of 1 can
From where was the sample collectedManufacturer First name of sampler or witnessed byNOT
Last name of sampler or witnessed byPROVIDED Title of sampler
Telephone number of sampler Laboratory sample identification323
Linked DIME Sample ID The fabricator/manufacturer/facility nameU.S. OIL & REFINING CO.
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierOregon Corp - Salem OR MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-03-09-19
DIME Test ID: 2022-03-09-19-6
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: 2026-04-06

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 03/23/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.296 kPa
Phase Angle (δ) (for the 10 cycles): 71.9 degree
Complex Modulus (G*) (for the 10 measurements): 2.469 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.60 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG 2ND RUN 2A

Test was verified on 4/6/2026 ✔