Summary for Test 2022-10-11-45-1

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 Date10/11/2022 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing10/18/2022 Sample typeDepartment Acceptance
A brief description of the sample64-28m The quantity of what the sample constitutes1 can
From where was the sample collectedFabricator First name of sampler or witnessed byRHB
Last name of sampler or witnessed by_ Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSuncore Energy
Transportation Laboratory (TL) Number663654 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSuncor Energy - Tooele UT MultigradeYes
Multigrade TypePG 64-28 / PG 64-16 / PG 64-10 Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2022-10-11-45
DIME Test ID: 2022-10-11-45-1
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: 2022-10-21

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/20/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.218 kPa
Phase Angle (δ) (for the 10 cycles): 71.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.817 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.92 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 10/21/2022 ✔