Summary for Test 2021-12-17-12-9

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout Date06/06/2024
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date12/17/2021 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing12/22/2021 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 byThomas
Last name of sampler or witnessed byShivers Title of sampler
Telephone number of sampler Laboratory sample identification0664-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan-Sun Valley
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 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2021-12-17-12
DIME Test ID: 2021-12-17-12-9
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: 2022-01-28

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Majid Essa
Date of test: 01/28/2022
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 48.9 degree
(G*) x sin(δ)=: 1690 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/28/2022