Summary for Test 2022-11-01-75-1

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 993650
DEA: 09388604
EFIS: 0921000036
DIST-CO-RTE-PM09-INY-395-102.4/113.0
Award Date05/11/2022
Closeout Date01/30/2023
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A).
Location DescriptionINYO COUNTY NEAR BIG PINE FROM 0.2 MILE NORTH OF REYNOLDS ROAD TO 0.1 MILE NORTH OF WARM SPRINGS ROAD
QA Service Level1 (Verified on 03/28/2022)

Sample Information

Sample Taken Date11/01/2022 Sample Unique Key75
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 testing11/14/2022
Sample typeAcceptance A brief description of the samplePG64-28M
The quantity of what the sample constitutes1 qt can From where was the sample collectedJob Site
First name of sampler or witnessed byRHB Last name of sampler or witnessed by_
Title of samplerOiler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSuncore Energy Transportation Laboratory (TL) Number663731
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 number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSuncor Energy - Tooele UT MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2022-11-01-75
DIME Test ID: 2022-11-01-75-1
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: 2022-11-28

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 11/22/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.227 kPa
Phase Angle (δ) (for the 10 cycles): 70.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.894 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 2.01 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/28/2022