Summary for Test 2026-09-01-27-5

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1001308
DEA: 081L1804
EFIS: 0819000162
DIST-CO-RTE-PM08-RIV-91-13.5/16.8
Award Date10/20/2025
Closeout DateNot set
Work DescriptionJPCP (RSC), INDIVIDUAL SLAB REPLACEMENT (RSC) & RUBBERIZED HMA.
Location DescriptionRIVERSIDE COUNTY IN RIVERSIDE FROM 0.6 MILE WEST OF VAN BUREN BOULEVARD OVERCROSSING TO 0.2 MILE EAST OF MADISON STREET UNDERCROSSING.
QA Service Level1 (Verified on 06/24/2025)

Sample Information

Sample Taken Date09/01/2026 Sample Unique Key27
Date that the sample was received by the laboratory/organization performing the testing09/02/2026 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 byDrew
Last name of sampler or witnessed byDrew QC Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan 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 Suppliern/a
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Typen/a HMA Supplier Mix ID Numbern/a

Test Details

DIME Sample ID: 2026-09-01-27
DIME Test ID: 2026-09-01-27-5
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: 2026-09-25

Test Results


Phase: PAV residue
Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 09/24/2026
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 59.4 degree
(G*) x sin(δ)=: 4583 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/25/2026 ✔