Summary for Test 2022-03-23-26-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
Permit Numbers: 0823NMC0369
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Award Date03/11/2020
Closeout Date06/05/2024
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
QA Service Level1 (Verified on 09/16/2020)

Sample Information

Sample Taken Date03/23/2022 Sample Unique Key26
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 testing03/25/2022
Sample typeDepartment Acceptance A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byIdris Last name of sampler or witnessed byNajjar
Title of sampler Telephone number of sampler
Laboratory sample identification0189-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble-Corona 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 64-10
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-23-26
DIME Test ID: 2022-03-23-26-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-04-01

Test Results


Input Type: Calculated
Tester's full name: Babak Rezaei
Date of test: 04/01/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Dynamic Shear, G*/sin(δ): 1.62 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/1/2022