Summary for Test 2024-07-08-35-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214345
DEA: 120P94U4
EFIS: 1217000076
DIST-CO-RTE-PM12-ORA-133-3.2/R4.1
Award Date02/23/2021
Closeout DateNot set
Work DescriptionROADWAY WIDENING, RESTRIPING AND DRAINAGE WORK.
Location DescriptionORANGE COUNTY IN THE CITY OF LAGUNA BEACH FROM 0.2 MILE SOUTH OF EL TORO ROAD TO ROUTE 73/133 SEPARATION
QA Service Level1 (Verified on 12/10/2020)

Sample Information

Sample Taken Date07/08/2024 Sample Unique Key35
Date that the sample was received by the laboratory/organization performing the testing07/11/2024 Sample typeVerification
A brief description of the sampleAsphalt Binder Sample The quantity of what the sample constitutes1can
From where was the sample collectedSource First name of sampler or witnessed by(Plant QC Rep)
Last name of sampler or witnessed by(Plant QC Rep) Title of sampler
Telephone number of sampler Laboratory sample identification
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
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2024-07-08-35
DIME Test ID: 2024-07-08-35-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-07-18

Test Results


Phase: RTFO residue
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 07/12/2024
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 83.1 degree
Dynamic Shear, G*/sin(δ): 1.43 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/18/2024 ✔