Summary for Test 2021-11-29-14-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 215697
DEA: 07318204
EFIS: 0715000286
DIST-CO-RTE-PM07-LA-Route 1-4.0/4.2
Award DateNot set
Closeout DateNot set
Work DescriptionCM/GC Project - Work consists of constructing secant wall and slope restoration
Location Descriptionnear Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
QA Service Level1 (Verified on 08/26/2021)

Sample Information

Sample Taken Date11/29/2021 Sample Unique Key14
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 testing12/01/2021
Sample typePer Request 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 byThomas Last name of sampler or witnessed byShivers
Title of sampler Telephone number of sampler
Laboratory sample identification0655-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan-Sun Valley 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 SupplierLunday Thagard Company-World Oil - South Gate CA MultigradeYes
Multigrade TypePG 64-16 / PG 64-10 Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-11-29-14
DIME Test ID: 2021-11-29-14-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-01-28

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 12/02/2021
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 87.8 degree
Dynamic Shear, G*/sin(δ): 1.17 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/28/2022