Summary for Test 2025-03-02-6-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/02/2025 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing03/17/2025 Sample typeVerification
A brief description of the sampleTank 3B The quantity of what the sample constitutes1 of 1
From where was the sample collectedManufacturer First name of sampler or witnessed byLawrence
Last name of sampler or witnessed byRivac Title of sampler
Telephone number of sampler Laboratory sample identification030225-483
Linked DIME Sample ID The fabricator/manufacturer/facility nameWilmington, CA
Transportation Laboratory (TL) Number2025-03-02-2 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number
Sublot number Tank number3B
Time of sample07:00am HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2025-03-02-6
DIME Test ID: 2025-03-02-6-1
Testing Lab: CT HQ - Sacramento Asphalt Binder 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: 2025-04-15

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: James Raymond
Date of test: 04/15/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.153 kPa
Phase Angle (δ) (for the 10 cycles): 88.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.265 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.27 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 4/15/2025 ✔