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
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
Bid ItemNot set

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
HMA TypeNot set HMA Supplier Mix ID NumberNot set

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