Summary for Test 2021-07-16-59-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 215536
DEA: 09383504
EFIS: 0920000044
DIST-CO-RTE-PM09-MNO-395-R40.1/R44.8
Award Date05/13/2021
Closeout Date11/30/2021
Work DescriptionPLACE HMA OVER EXISTING PAVEMENT.
Location DescriptionMONO COUNTY ABOUT 7 MILES SOUTH OF LEE VINING FROM 0.2 MILE SOUTH OF ROUTE 158 TO 0.6 MILE NORTH OF LA AQUEDUCT BRIDGE
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date07/16/2021 Sample Unique Key59
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 testing08/13/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed by_ 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 nameGranite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Formc661379 Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierPNAC LLC - Fernley NV MultigradeNo
Multigrade Type HMA Design ID

Test Details

DIME Sample ID: 2021-07-16-59
DIME Test ID: 2021-07-16-59-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-08-26

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/16/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.191 kPa
Phase Angle (δ) (for the 10 cycles): 65.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.588 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.74 kPa
General comments (publicly viewable) (Max 1000 characters): ORG

Test was verified on 8/26/2021