Summary for Test 2021-09-13-47-4

Test performed: AASHTO T315-16

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 Date09/13/2021 Sample Unique Key47
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 testing10/14/2021
Sample typeVerification A brief description of the sample Asphalt Binder
The quantity of what the sample constitutes2 of 2, split sample From where was the sample collectedManufacturer
First name of sampler or witnessed byDon Last name of sampler or witnessed byConner
Title of sampler Sr Asphalt Technician Telephone number of sampler6614327352
Laboratory sample identification5816210913 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBakersfield, 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 58-16
ModifiedNo Lot number5816210913
Sublot number Tank number2002
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-09-13-47
DIME Test ID: 2021-09-13-47-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-10-28

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 10/25/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 40.189 kPa
Phase Angle (δ) (for the 10 cycles): 59.8 degree
Complex Modulus (G*) (for the 10 measurements): 4018.716 kPa
Test Temperature (Specimen 1): 25.0 C
(G*) x sin(δ)=: 3473 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 10/28/2021