Summary for Test 2022-01-24-69-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/24/2022 Sample Unique Key69
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 testing03/02/2022
Sample typeVerification A brief description of the sampleTank 101
The quantity of what the sample constitutesSplit Sample, 2 of 2 From where was the sample collectedManufacturer
First name of sampler or witnessed byLuis Last name of sampler or witnessed byTorres
Title of sampler Telephone number of sampler
Laboratory sample identification220124-6416-01 Linked DIME Sample ID2022-01-24-66
The fabricator/manufacturer/facility nameMojave, CA Transportation Laboratory (TL) Number
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 number
Sublot number Tank number101
Time of sample HMA Supplier
Certified Asphalt SupplierWestern Emulsion - Mojave Asphalt Terminal - Mojave CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-24-69
DIME Test ID: 2022-01-24-69-1
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: 2022-03-11

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 03/07/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.162 kPa
Phase Angle (δ) (for the 10 cycles): 87.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.351 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.35 kPa
General comments (publicly viewable) (Max 1000 characters): orig

Test was verified on 3/11/2022