Summary for Test 2020-11-03-10-7

Test performed: AASHTO T315-16
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.

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 Date11/03/2020 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing11/11/2020 Sample typeVerification
A brief description of the samplereceived 1 can of PG 64-16 The quantity of what the sample constitutes1 can
From where was the sample collectedSource First name of sampler or witnessed byThomas
Last name of sampler or witnessed byLudlum Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHolly Frontier Glendale
Transportation Laboratory (TL) Number20-271 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2020-11-03-10
DIME Test ID: 2020-11-03-10-7
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: 2020-11-18

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 11/18/2020
Test Plate Diameter: 8 mm
Test Gap: no data
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 49.039 kPa
Phase Angle (δ) (for the 10 cycles): 46.4 degree
Complex Modulus (G*) (for the 10 measurements): 4902.609 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 3550 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications

Test was verified on 11/18/2020

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.