Summary for Test 2023-08-23-91-3

Test performed: AASHTO T315-22

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date08/23/2023 Sample Unique Key91
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 testing09/07/2023
Sample typeProduction Start-Up A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byVulcan QC Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0461-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona Drum 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 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-08-23-91
DIME Test ID: 2023-08-23-91-3
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-09-25

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 09/22/2023
Phase Angle (δ) (for the 10 cycles): 89.1 degree
Dynamic Shear, G*/sin(δ): 2.37 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL

Test was verified on 9/25/2023