Summary for Test 2020-10-26-22-5

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/26/2020 Sample Unique Key22
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 testing11/23/2020
Sample typeVerification A brief description of the samplereceived 4 cans of PG 64-28
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byMichael Last name of sampler or witnessed byHolst
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameParamount-Nevada Asphalt Company, Fernley, NV Transportation Laboratory (TL) Number102620-9
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-10-26-22
DIME Test ID: 2020-10-26-22-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-12-09

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/09/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.417 kPa
Phase Angle (δ) (for the 10 cycles): 73.0 degree
Complex Modulus (G*) (for the 10 measurements): 4.168 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 4.36 kPa
General comments (publicly viewable) (Max 1000 characters): Per Cal Trans 2018 Standard and Specifications

Test was verified on 12/9/2020