Summary for Test 2023-11-02-49-8

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993664
DEA: 073311U4
EFIS: 0719000098
DIST-CO-RTE-PM07-VEN-23,101-R3.3/R3.7,0.2/40.8
Award Date08/31/2022
Closeout DateNot set
Work DescriptionCONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location DescriptionVENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date11/02/2023 Sample Unique Key49
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 testing11/07/2023
Sample typeVerification A brief description of the samplePSU binder
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byEsteban Last name of sampler or witnessed bySalgado
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sun Valley - Big Rock Creek 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 64-16
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

Test Details

DIME Sample ID: 2023-11-02-49
DIME Test ID: 2023-11-02-49-8
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: 2023-12-13

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 12/11/2023
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 59.9 degree
(G*) x sin(δ)=: 7210 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/13/2023