Summary for Test 2022-03-08-26-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 215609
DEA: 074W9404
EFIS: 0720000196
DIST-CO-RTE-PM07-LA-101-0.0/1.0
Award Date05/06/2021
Closeout Date07/14/2022
Work DescriptionCOLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date03/08/2022 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 testing03/14/2022
Sample typeAcceptance 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 byAvo Last name of sampler or witnessed byKarajian
Title of sampler Telephone number of sampler
Laboratory sample identification0162-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Material-Irwindale 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
ModifiedNo 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: 2022-03-08-26
DIME Test ID: 2022-03-08-26-3
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: 2022-04-05

Test Results


Input Type: Calculated
Tester's full name: Babak Rezaei
Date of test: 04/04/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 84.9 degree
Dynamic Shear, G*/sin(δ): 1.71 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/5/2022