Summary for Test 2026-06-02-57-4

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1000785
DEA: 081J3204
EFIS: 0818000017
DIST-CO-RTE-PM08-RIV-74-17.8
Award Date05/29/2025
Closeout DateNot set
Work DescriptionBUILDING WORK, WROUGHT IRON FENCE, HOT MIX ASPHALT, & AGGREGATE BASE.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE AT LAKE ELSINORE MAINTENANCE STATION AT 18745 CONARD AVENUE
QA Service Level1 (Verified on 01/13/2025)

Sample Information

Sample Taken Date06/02/2026 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing06/03/2026 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 byDylan
Last name of sampler or witnessed byNault Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt 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 64-10
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: 2026-06-02-57
DIME Test ID: 2026-06-02-57-4
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: 2026-07-07

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Hussaya Leelakitrungruang
Date of test: 06/05/2026
Phase Angle (δ) (for the 10 cycles): 86.8 degree
Dynamic Shear, G*/sin(δ): 1.33 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/7/2026 ✔