Summary for Test 2022-03-13-4-9

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215109
DEA: 081C8504
EFIS: 0813000047
DIST-CO-RTE-PM08-RIV-74-0.0/5.8
Award Date11/12/2020
Closeout Date06/02/2025
Work DescriptionROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date03/13/2022 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing03/15/2022 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 byErik
Last name of sampler or witnessed byJimanez Title of sampler
Telephone number of sampler Laboratory sample identification0164-22
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
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-03-13-4
DIME Test ID: 2022-03-13-4-9
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: 2022-04-18

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 04/15/2022
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 48.0 degree
(G*) x sin(δ)=: 2230 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/18/2022 ✔