Summary for Test 2026-04-24-80-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002227
DEA: 051S6304
EFIS: 0525000068
DIST-CO-RTE-PM05---unknown
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/24/2026 Sample Unique Key80
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 testing04/30/2026
Sample typeVerification A brief description of the samplePG 64-16 Base Binder
The quantity of what the sample constitutes5 Quart Cans From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of sampler Telephone number of sampler
Laboratory sample identification26175 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAmerican Pavement Systems Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number26175

Test Details

DIME Sample ID: 2026-04-24-80
DIME Test ID: 2026-04-24-80-1
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: 2026-05-21

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 05/21/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.179 kPa
Phase Angle (δ) (for the 10 cycles): 86.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.483 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.49 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 5/21/2026