Summary for Test 2023-06-06-70-1

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 Date06/06/2023 Sample Unique Key70
Date that the sample was received by the laboratory/organization performing the testing06/28/2023 Sample typeDepartment Acceptance
A brief description of the samplePG 64-16 The quantity of what the sample constitutes1 OF 4 CANS
From where was the sample collectedJob Site First name of sampler or witnessed byNA
Last name of sampler or witnessed byNA Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMillbrook construction Fresno Papich Construction
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 64-16
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierSierra Pacific (PAPICH)
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeNot set HMA Supplier Mix ID NumberNot set

Test Details

DIME Sample ID: 2023-06-06-70
DIME Test ID: 2023-06-06-70-1
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: 2023-07-07

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 06/30/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.175 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.457 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.46 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 7/7/2023