Summary for Test 2025-10-30-50-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000760
DEA: 101L2804
EFIS: 1020000103
DIST-CO-RTE-PM10-SJ-4-20.5/20.8
Award Date01/28/2025
Closeout DateNot set
Work DescriptionINSTALL LEFT-TURN CHANNELIZATION.
Location DescriptionSAN JOAQUIN COUNTY NEAR STOCKTON FROM 0.2 MILE WEST OF WALKER LANE TO 0.1 MILE EAST OF WALKER LANE
QA Service Level1 (Verified on 11/12/2024)

Sample Information

Sample Taken Date10/30/2025 Sample Unique Key50
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 testing11/14/2025
Sample typeQuality Assurance A brief description of the sample3/4 WMA-SP 25%Rap
The quantity of what the sample constitutes2 Cans From where was the sample collectedSource
First name of sampler or witnessed byTrevor Last name of sampler or witnessed byFulkerson
Title of sampler 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) Form0300001 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
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: 2025-10-30-50
DIME Test ID: 2025-10-30-50-3
Testing Lab: Atlas - Denver
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: 2025-12-02

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/26/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 43.581 kPa
Phase Angle (δ) (for the 10 cycles): 49.8 degree
Complex Modulus (G*) (for the 10 measurements): 4336.224 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3312 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 12/2/2025