Summary for Test 2023-08-22-61-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 995018
DEA: 09392204
EFIS: 0922000038
DIST-CO-RTE-PM09---
Award Date04/13/2023
Closeout Date11/08/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 05/17/2023)

Sample Information

Sample Taken Date08/22/2023 Sample Unique Key61
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 testing09/15/2023
Sample typeAcceptance A brief description of the sampleBinder Can
The quantity of what the sample constitutes1 can of binder 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 identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Lee Vining Transportation Laboratory (TL) Number997502
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-08-22-61
DIME Test ID: 2023-08-22-61-1
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: 2023-09-22

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Raul Cardenas
Date of test: 09/22/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.229 kPa
Phase Angle (δ) (for the 10 cycles): 85.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.899 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.91 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 9/22/2023