Summary for Test 2025-06-26-101-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995125
DEA: 101E3004
EFIS: 1018000273
DIST-CO-RTE-PM10-SJ-5-32.5/49.8
Award Date01/12/2024
Closeout DateNot set
Work DescriptionREMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT.
Location DescriptionSAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE
QA Service Level1 (Verified on 09/26/2023)

Sample Information

Sample Taken Date06/26/2025 Sample Unique Key101
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 sample3/4 Type A HMA W/22%RAP
The quantity of what the sample constitutes1 CAN PG 64-16 From where was the sample collectedManufacturer
First name of sampler or witnessed byTreven Last name of sampler or witnessed byFulkerson
Title of samplerTECHNICAN Telephone number of sampler
Laboratory sample identificationI-5 PAVING Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Vernalis Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form043630 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number9
Sublot number11 Tank number
Time of sample HMA SupplierTeichert Vernalis Plant
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-06-26-101
DIME Test ID: 2025-06-26-101-1
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: 2025-09-23

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Luis Maca
Date of test: 09/23/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.147 kPa
Phase Angle (δ) (for the 10 cycles): 87.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.217 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.22 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/23/2025