Summary for Test 2023-06-07-80-3

Test performed: AASHTO T315-22

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 Date06/07/2023 Sample Unique Key80
Date that the sample was received by the laboratory/organization performing the testing07/19/2023 Sample typeVerification
A brief description of the sampleTank 2B The quantity of what the sample constitutes1 of 1
From where was the sample collectedManufacturer First name of sampler or witnessed bySeverino
Last name of sampler or witnessed byGorospe Title of sampler
Telephone number of sampler Laboratory sample identification1230601489
Linked DIME Sample ID2023-06-07-79 The fabricator/manufacturer/facility nameBenicia, CA
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 58-22
ModifiedNo Lot number
Sublot number Tank number2B
Time of sample5:51 HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-06-07-80
DIME Test ID: 2023-06-07-80-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-08-02

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 08/02/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 34.874 kPa
Phase Angle (δ) (for the 10 cycles): 47.8 degree
Complex Modulus (G*) (for the 10 measurements): 3469.867 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2570 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/2/2023 ✔