Summary for Test 2026-06-13-2-1

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 Date06/13/2026 Sample Unique Key2
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 testing06/19/2026
Sample typeVerification A brief description of the sample2 cans of binder
The quantity of what the sample constitutes2, 1 quart cans of binder From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byMazza
Title of sampler Telephone number of sampler
Laboratory sample identification26-0310PNO-18 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number043605
Inspector Lot Number from the Transportation Laboratory (TL) Form043605 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number11
Sublot number4 Tank number
Time of sample HMA SupplierTEICHERT VERNALIS
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeYes
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2026-06-13-2
DIME Test ID: 2026-06-13-2-1
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: 2026-06-24

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 06/22/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.204 kPa
Phase Angle (δ) (for the 10 cycles): 88.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.693 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.69 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/24/2026