Summary for Test 2025-07-21-62-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001465
DEA: 022K7004
EFIS: 0225000139
DIST-CO-RTE-PM02-SIS-96-78.7
Award Date04/04/2025
Closeout Date09/22/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date07/21/2025 Sample Unique Key62
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 testing08/01/2025
Sample typeQuality Assurance A brief description of the sample2 cans of 58-22
The quantity of what the sample constitutes2 cans of binder From where was the sample collectedSource
First name of sampler or witnessed byNick Last name of sampler or witnessed byRiddle
Title of samplerRE Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormC036702 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
Modified 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: 2025-07-21-62
DIME Test ID: 2025-07-21-62-3
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: 2025-08-20

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas
Date of test: 08/14/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 35.938 kPa
Phase Angle (δ) (for the 10 cycles): 50.3 degree
Complex Modulus (G*) (for the 10 measurements): 3522.036 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 2710 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 8/20/2025