Summary for Test 2023-11-04-29-8

Test performed: AASHTO T315-20

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 Date11/04/2023 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing11/16/2023 Sample typeVerification
A brief description of the samplePSU - BINDER CAN The quantity of what the sample constitutes1 Can
From where was the sample collectedSource First name of sampler or witnessed byVulcan QC
Last name of sampler or witnessed byVulcan QC Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameFish Canyon Azuza - Irwindale/ Vulcan IRW/ SJR/ ArrMaz
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 Supplier
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: 2023-11-04-29
DIME Test ID: 2023-11-04-29-8
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-12-27

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 12/15/2023
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 64.1 degree
(G*) x sin(δ)=: 2340 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/27/2023