Summary for Test 2022-07-19-68-3

Test performed: AASHTO T315-12

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date07/19/2022 Sample Unique Key68
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 testing07/28/2022
Sample typeVerification 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 byDavid Last name of sampler or witnessed byWalker
Title of sampler Telephone number of sampler
Laboratory sample identification0504-22 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA -Lake Elsinor 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 SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-19-68
DIME Test ID: 2022-07-19-68-3
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: 2022-12-28

Test Results


Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 07/29/2022
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 85.3 degree
Dynamic Shear, G*/sin(δ): 1.49 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters): Original DSR

Test was verified on 12/28/2022