Summary for Test 2025-05-13-103-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 212861
DEA: 101H2804
EFIS: 1017000190
DIST-CO-RTE-PM10-STA-5-10.7/25.5
Award Date02/06/2024
Closeout DateNot set
Work DescriptionBRIDGE DECK OVERLAY WITH POLYESTER CONCRETE, REPLACE APPROACH SLABS & JOINT SEALS IN STANISLAUS COUNTY ON STATE ROUTE 5 FROM FINK ROAD UC TO KHALSA ROAD UC.
Location DescriptionSTANISLAUS AND MERCED COUNTIES.
QA Service Level1 (Verified on 03/23/2020)

Sample Information

Sample Taken Date05/13/2025 Sample Unique Key103
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 sampleBINDER CAN
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byTostado
Title of samplerTechnician Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeicheert vernalis Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form043608 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number1
Sublot number7 Tank number
Time of sample HMA SupplierTeichert Vernalis
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeYes
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-05-13-103
DIME Test ID: 2025-05-13-103-1
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: 2025-11-12

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 11/10/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.124 kPa
Phase Angle (δ) (for the 10 cycles): 86.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.032 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.03 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 11/12/2025