Summary for Test 2025-07-15-100-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 993253
DEA: 033F0604
EFIS: 0312000052
DIST-CO-RTE-PM03-GLE-162-76.3/78.6
Award Date02/02/2022
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date07/15/2025 Sample Unique Key100
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 testing07/24/2025
Sample typeQuality Assurance A brief description of the samplePG 64-16
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byMark Last name of sampler or witnessed byAtteberry
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form778917 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number5 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-07-15-100
DIME Test ID: 2025-07-15-100-1
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: 2025-10-03

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 10/03/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.137 kPa
Phase Angle (δ) (for the 10 cycles): 86.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.139 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.14 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/3/2025