Summary for Test 2023-05-24-62-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 994877
DEA: 101R4204
EFIS: 0123000142
DIST-CO-RTE-PM10-STA-5,5,33-0.0/2.0/27.0/14.5
Award DateNot set
Closeout Date08/23/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 06/13/2023)

Sample Information

Sample Taken Date05/24/2023 Sample Unique Key62
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 testing06/09/2023
Sample typeDepartment Acceptance A brief description of the samplePG 64-28M
The quantity of what the sample constitutes1 OF 1 From where was the sample collectedJob Site
First name of sampler or witnessed byT Last name of sampler or witnessed byT
Title of samplerTECH Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina Chowchilla Transportation Laboratory (TL) Number714959
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number1
Sublot number11 Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt - Chowchilla CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-05-24-62
DIME Test ID: 2023-05-24-62-1
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: 2023-06-16

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 06/14/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.207 kPa
Phase Angle (δ) (for the 10 cycles): 72.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.724 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.81 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 6/16/2023