Summary for Test 2022-03-03-42-2

Test performed: AASHTO T315-20

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 Date03/03/2022 Sample Unique Key42
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 testing04/04/2022
Sample typeVerification A brief description of the samplePG58-22
The quantity of what the sample constitutesseveral cans From where was the sample collectedManufacturer
First name of sampler or witnessed byErika Last name of sampler or witnessed byGonzales
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bradshaw 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 58-22
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA SupplierGranite Bradshaw
Certified Asphalt SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-03-03-42
DIME Test ID: 2022-03-03-42-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-04-19

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Akira Hasegawa
Date of test: 04/13/2022
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 83.2 degree
Dynamic Shear, G*/sin(δ): 3.19 kPa
General comments (publicly viewable) (Max 1000 characters): Does not meet 1.00-2.00 requirement.

Test was verified on 4/19/2022