Summary for Test 2021-08-14-3-4

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 DateNot set
Closeout DateNot set
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 Date08/14/2021 Sample Unique Key3
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 testing08/17/2021
Sample typeVerification 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 byEric Last name of sampler or witnessed bysequoia
Title of sampler Telephone number of sampler
Laboratory sample identification0476-21 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 M
Modified 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: 2021-08-14-3
DIME Test ID: 2021-08-14-3-4
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: 2021-08-27

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 08/19/2021
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 64.7 degree
Dynamic Shear, G*/sin(δ): 2.52 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/27/2021