Summary for Test 2025-06-17-131-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000183
DEA: 101L1804
EFIS: 1020000004
DIST-CO-RTE-PM10-SJ-132-0.3
Award Date06/25/2024
Closeout Date09/24/2025
Work DescriptionWIDEN SHOULDERS.
Location DescriptionSAN JOAQUIN COUNTY AT CHRISMAN ROAD OVERCROSSING
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date06/17/2025 Sample Unique Key131
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 testing07/30/2025
Sample typeQuality Assurance A brief description of the samplePG 70-10
The quantity of what the sample constitutes2 Cans From where was the sample collectedSource
First name of sampler or witnessed byT Last name of sampler or witnessed byTrefz
Title of samplerMREA Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Vernalis Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form0439003 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-06-17-131
DIME Test ID: 2025-06-17-131-1
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: 2025-09-10

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 09/10/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.140 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.161 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.16 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 9/10/2025