Summary for Test 2026-10-04-8-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 993118
DEA: 101C3304
EFIS: 1014000146
DIST-CO-RTE-PM10-SJ-205-R4.6/R9.0
Award Date04/05/2022
Closeout DateNot set
Work DescriptionWidening bridges, ramps and roadway. SR205 SMART CORRIDOR - PHASE 2
Location DescriptionOn state highway in San Joaquin County in and near Tracy from Janney Overhead to 1.3 miles east of MacArthur Drive Overcrossing.
QA Service Level1 (Verified on 07/06/2022)

Sample Information

Sample Taken Date10/04/2026 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing10/09/2026 Sample typeQuality Assurance
A brief description of the sample64-16 The quantity of what the sample constitutes1 can of 64-16
From where was the sample collectedManufacturer First name of sampler or witnessed byDON
Last name of sampler or witnessed byV Title of samplerTECH
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Vernalis
Transportation Laboratory (TL) Number000406 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number13 Tank number
Time of sample HMA SupplierTEICHERT VERNALIS
Certified Asphalt SupplierPacific Northwest Oil - Stockton CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNOT LISTED ON TL 101 HMA Supplier Mix ID Number302-40432429

Test Details

DIME Sample ID: 2026-10-04-8
DIME Test ID: 2026-10-04-8-1
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: 2026-10-14

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 10/13/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.145 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.202 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.20 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
2026-10-04-8pdf483.33 KB10/13/20262026-10-04-8-1   Info

Test was verified on 10/14/2026 ✔