Summary for Test 2023-10-28-14-9

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 994869
DEA: 073237U4
EFIS: 0720000224
DIST-CO-RTE-PM07-VEN-150-13.3/19
Award Date03/27/2023
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location DescriptionVENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
QA Service Level1 (Verified on 06/26/2023)

Sample Information

Sample Taken Date10/28/2023 Sample Unique Key14
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 testing10/31/2023
Sample typeVerification A brief description of the sampleJMF Verification
The quantity of what the sample constitutes1qt can From where was the sample collectedSource
First name of sampler or witnessed byChris Last name of sampler or witnessed byHurtado
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan 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 64-10
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: 2023-10-28-14
DIME Test ID: 2023-10-28-14-9
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: 2023-12-27

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 12/13/2023
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 49.6 degree
(G*) x sin(δ)=: 2590 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/27/2023