Summary for Test 2020-01-16-10-2

Test performed: AASHTO T315-16

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 Date01/16/2020 Sample Unique Key10
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing01/16/2020
Sample typeQuality Control A brief description of the sampleAsphalt binder
The quantity of what the sample constitutesBinder mixed with aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed bySan Joaquin Last name of sampler or witnessed byRefinery
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refinery, Bakersfield, CA 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 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-01-16-10
DIME Test ID: 2020-01-16-10-2
Testing Lab: Granite Construction Company - Coastal
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: 2021-02-11

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: San Joaquin Refinery
Date of test: 03/01/2018
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 89.7 degree
Dynamic Shear, G*/sin(δ): 1.41 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/11/2021