Summary for Test 2025-10-15-36-4

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001065
DEA: 070Y1304
EFIS: 0724000134
DIST-CO-RTE-PM07-VEN-101-25.9/30.6
Award Date05/22/2025
Closeout DateNot set
Work DescriptionMAINLINE INDIVIDUAL SLAB REPLACEMENT.
Location DescriptionVENTURA COUNTY IN VENTURA FROM 0.1 MILE WEST OF TELEPHONE RD UNDERCROSSING TO VENTURA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 07/01/2025)

Sample Information

Sample Taken Date10/15/2025 Sample Unique Key36
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 testing10/22/2025
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 byCesar Last name of sampler or witnessed byCesar QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namevulcan saticoy 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 58-16
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: 2025-10-15-36
DIME Test ID: 2025-10-15-36-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-10-28

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 10/24/2025
Phase Angle (δ) (for the 10 cycles): 88.7 degree
Dynamic Shear, G*/sin(δ): 1.55 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/28/2025