Summary for Test 2025-08-26-116-2

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 995060
DEA: 081J2604
EFIS: 0818000012
DIST-CO-RTE-PM08-RIV-215-R13.5/R19.5
Award Date01/10/2024
Closeout Date01/21/2026
Work DescriptionRHMA, REPLACE AC SURFACING, ROCK BLANKET, AND COMPOST.
Location DescriptionRIVERSIDE COUNTY IN MURRIETA AND MENIFEE FROM 1.0 MILE NORTH OF CLINTON KEITH ROAD TO 1.0 MILE NORTH OF NEWPORT ROAD
QA Service Level1 (Verified on 08/15/2023)

Sample Information

Sample Taken Date08/26/2025 Sample Unique Key116
Date that the sample was received by the laboratory/organization performing the testing08/29/2025 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 byFERNANDO
Last name of sampler or witnessed byCarranza Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRJ Noble-Corona
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 64-16
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: 2025-08-26-116
DIME Test ID: 2025-08-26-116-2
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: 2026-02-26

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 02/26/2026
Phase Angle (δ) (for the 10 cycles): 86.9 degree
Dynamic Shear, G*/sin(δ): 1.50 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/26/2026 ✔