Summary for Test 2023-02-02-58-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993124
DEA: 101F1704
EFIS: 1016000032
DIST-CO-RTE-PM10-SJ-26,99-1.1,19.3
Award Date09/07/2021
Closeout Date08/30/2023
Work DescriptionREMOVE AND REPLACE BRIDGE.
Location DescriptionSAN JOAQUIN COUNTY NEAR STOCKTON AT ROUTE 26/99 SEPARATION
QA Service Level1 (Verified on 07/23/2021)

Sample Information

Sample Taken Date02/02/2023 Sample Unique Key58
Date that the sample was received by the laboratory/organization performing the testing03/29/2023 Sample typeDepartment Acceptance
A brief description of the sampleAsphalt binder The quantity of what the sample constitutes1 can binder
From where was the sample collectedManufacturer First name of sampler or witnessed byTreven
Last name of sampler or witnessed byFulkersom Title of samplerLab Technician
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Vernalis
Transportation Laboratory (TL) NumberC938453 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 70-10
ModifiedNo Lot number2
Sublot number2 Tank number
Time of sample HMA SupplierTEICHERT VERNALIS
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-02-02-58
DIME Test ID: 2023-02-02-58-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-04-04

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 04/03/2023
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): 85.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.227 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.23 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 4/4/2023 ✔