Summary for Test 2021-11-15-14-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215213
DEA: 081F6004
EFIS: 0814000257
DIST-CO-RTE-PM08-RIV-79-25.6/26.4
Award Date11/12/2020
Closeout Date08/30/2022
Work DescriptionPLACE MINOR CONC, HMA, CL 2 AB, REMOVE CONC & MOD ELEC SYSTEMS.
Location DescriptionRIVERSIDE COUNTY IN HEMET FROM EAST FLORIDA AVENUE TO EAST MENLO AVENUE
QA Service Level1 (Verified on 01/28/2021)

Sample Information

Sample Taken Date11/15/2021 Sample Unique Key14
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 testing11/16/2021
Sample typePer Request 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 byK Last name of sampler or witnessed byPatel
Title of sampler Telephone number of sampler
Laboratory sample identification0638-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA-Lake Elsinore 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 64-28
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-15-14
DIME Test ID: 2021-11-15-14-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-11-19

Test Results


Phase: RTFO residue
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 11/18/2021
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 63.4 degree
Dynamic Shear, G*/sin(δ): 2.73 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021