Summary for Test 2023-03-17-10-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/17/2023 Sample Unique Key10
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 testing03/17/2023
Sample typeVerification A brief description of the samplebinder for JMFPP
The quantity of what the sample constitutes4 binder cans From where was the sample collectedSource
First name of sampler or witnessed byEric Last name of sampler or witnessed bySevensson
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bradshaw Plant Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 58-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample14:00 pm HMA Supplier
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number1635V

Test Details

DIME Sample ID: 2023-03-17-10
DIME Test ID: 2023-03-17-10-3
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: 2023-03-22

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 03/20/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 16.334 kPa
Phase Angle (δ) (for the 10 cycles): 50.9 degree
Complex Modulus (G*) (for the 10 measurements): 1633.408 kPa
Test Temperature (Specimen 1): 25.0 C
(G*) x sin(δ)=: 1268 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 3/22/2023