Summary for Test 2023-02-02-57-1

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 Key57
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 testing03/29/2023
Sample typeAcceptance A brief description of the sample1 can asphalt binder
The quantity of what the sample constitutes1 can binder From where was the sample collectedManufacturer
First name of sampler or witnessed byTroy Last name of sampler or witnessed byScheiber
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Vernalis Transportation Laboratory (TL) NumberC938460
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

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

Test Details

DIME Sample ID: 2023-02-02-57
DIME Test ID: 2023-02-02-57-1
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: 2023-04-05

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 04/04/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 85.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.188 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.19 kPa
General comments (publicly viewable) (Max 1000 characters): original

Test was verified on 4/5/2023