Summary for Test 2021-07-23-15-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 215756
DEA: 074W9304
EFIS: 0720000195
DIST-CO-RTE-PM07-LA-105-R0.0/R12.9
Award Date06/25/2021
Closeout Date07/26/2022
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY.
Location DescriptionLOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/11/2021)

Sample Information

Sample Taken Date07/23/2021 Sample Unique Key15
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 testing08/03/2021
Sample typeVerification A brief description of the samplePG Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byVulcan QC Last name of sampler or witnessed byVulcan QC
Title of sampler Telephone number of sampler
Laboratory sample identification0442-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan-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 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-23-15
DIME Test ID: 2021-07-23-15-3
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: 2021-08-09

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 08/04/2021
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 87.4 degree
Dynamic Shear, G*/sin(δ): 1.35 kPa
(G*) x sin(δ)=: 1 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2021