Summary for Test 2025-07-21-64-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000225
DEA: 023J3204
EFIS: 0222000034
DIST-CO-RTE-PM02-TRI-3,36,299-Var
Award Date06/06/2024
Closeout DateNot set
Work DescriptionBRIDGE POLYESTER CONCRETE OVERLAY & METHACRYLATE DECK SEAL.
Location DescriptionTRINITY COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/08/2024)

Sample Information

Sample Taken Date07/21/2025 Sample Unique Key64
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing07/25/2025
Sample typeQuality Assurance A brief description of the sample58-34M
The quantity of what the sample constitutes2 cans of binder From where was the sample collectedJob Site
First name of sampler or witnessed byJ Last name of sampler or witnessed byB
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID2025-07-21-23
The fabricator/manufacturer/facility nameValero Transportation Laboratory (TL) NumberC824078
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2025-07-21-64
DIME Test ID: 2025-07-21-64-1
Testing Lab: Atlas - Denver
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: 2025-08-27

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 08/15/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.220 kPa
Phase Angle (δ) (for the 10 cycles): 70.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.826 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.93 kPa
General comments (publicly viewable) (Max 1000 characters): Original

Test was verified on 8/27/2025