Summary for Test 2026-10-26-42-3

Test performed: AASHTO T315-24

Project Information

Project IdentifiersProject ID: 1002813
DEA: 081N6604
EFIS: 0823000030
DIST-CO-RTE-PM08-SBD-62-33.6/38.5
Award Date05/01/2026
Closeout DateNot set
Work DescriptionRubberized HMA and partial depth recycling
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN TWENTYNINE PALMS FROM ATHOL AVENUE TO GOPHER GROVE LANE.
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/26/2026 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing11/02/2026 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 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 nameMartin Marietta -Coachella
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 SupplierValero Wilmington Refinery - Wilmington CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number
HMA Typen/a HMA Supplier Mix ID Numbern/a

Test Details

DIME Sample ID: 2026-10-26-42
DIME Test ID: 2026-10-26-42-3
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: 2026-11-04

Test Results


Phase: Original binder
Input Type: Calculated
Tester's full name: Angelito Villegas
Date of test: 11/03/2026
Phase Angle (δ) (for the 10 cycles): 86.3 degree
Dynamic Shear, G*/sin(δ): 1.29 kPa
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/4/2026 ✔