Summary for Test 2026-06-18-83-1

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 213810
DEA: 09379804
EFIS: 0919000023
DIST-CO-RTE-PM09-INY-58-99.0/100.0
Award DateNot set
Closeout Date01/01/2019
Work DescriptionRepair Hit DDO
Location DescriptionSand Canyon Bridge
QA Service Level1 (Verified on 12/04/2018)

Sample Information

Sample Taken Date06/18/2026 Sample Unique Key83
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 testing06/29/2026
Sample typeVerification A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1can From where was the sample collectedSource
First name of sampler or witnessed byVERI CORP-QC Last name of sampler or witnessed byVERI CORP-QC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTANKER LOAD 39 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 64-10
Modified Lot number
Sublot number Tank number
Time of sample HMA SupplierN/A
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA TypeN/A HMA Supplier Mix ID NumberN/A

Test Details

DIME Sample ID: 2026-06-18-83
DIME Test ID: 2026-06-18-83-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2026-07-27

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 07/27/2026
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Dynamic Shear, G*/sin(δ): 1.41 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/27/2026